Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plans
GLE\WOOD SPRINGS, CO ( MANUAL BUILD -TO -SUIT ) (GROUND VANS = 30), 1,500 PPH(INBOUND) 400 PPH(OUTBOUND) OWTS LAYOUT. REFER TO CML e"3 SIGN /5, SEE SIGN SCHED., TYP. CHAIN UNK FENCML, TYP.E REFER TO C INSTNl AS CLOSE TO PROPERTY UNE AS POSSIBLE, U.N.O. SIGN /2, SE.E SIGN SCHED, NP. CONC. CURB AND GUTTER REFER TO CML TYP. RETAINING WALL REFIIi To CML STORM DRNN NEW STATION REQUIREMENTS TABULATION BASED UPON FACILITY REQUIREMENTS DATED: 10/02/13 LEGAL DESCRIPTION STATION SITE SIGN SCHEDULE REM FULL MEN. PROV. ACREAGE TOTAL BUILDING (S.F. AREA GENErts AREAE & D 24,140 GENERAL OMC2,858 TOTAL _ _ 26,796 PARKING ((SPACES Al1TOM091LE TO AL STANDARD - HANDICAP - 26' TRAILER_ LONG TRAILER TRACTOR DOLLY STORAGE A SUBDIVISION OF PARCEL 2A OF EASTBANK, LLC LOT LINE ADJUSTMENT. A PARCEL OF LAND SITUATED IN THE Sh SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO. PARCEL #218535304001 LEGEND 6 6 SNOW STORAGE ARFA� REFER TO CML 4' WIDE G PNM STRIPIN CENTERED ON DOCK DOORS. TYP. 50 CONGC. CURB AND UTTER REFER TO CML TP. PROVIDE 5' CLEAR ,. MFA W/ 31G MAX. GRADE CONCRETE PAVEMENT, REFER TO D-1 28' 7RNLER PMKINC 6 SPACES. SEE 3/D-1. PNM C,RB SIRIPINC, LANDSCAPE AREA REFER TO LANDSCAPE, TYPICAL PROVIDE 15' . :CLEAR ME. GARADE W/ 3x MAX 'NEW WCMLELL REFER TO a� /a a/a �j a/a -X -X- CONCRETE PAD RIP -RAP FENCE GENERAL NOTES 1. VERIFY DISTANCE REQUIRED FOR LOCAL SETBACKS, STORM WATER MANAGEMENT REQUIREMENTS AND TOPOGRAPHICAL ADJUSTMENTS. 2. VERIFY ACCESSIBLE PARKING SPACES AS REQUIRED BY ORDINANCE. 3. ALL TOPOGRAPHIC AND BUILDING CONTROL ELEVATIONS SHOWN ON THESE DRAWINGS ARE "GENERIC" AND ARE PROVIDED ONLY TO INDICATE SURFACE RELATIONSHIPS REQUIRED. ACTUAL ELEVATIONS WILL BE DETERMINED BY THE CONDITIONS IN THE FIELD. 4. INSTALL PARKING BLOCKS IN AUTO PARKING LOT ONLY IF REQUIRED BY CODE. SNOW STORAGE at- REFER TO CML WATER TANK @ PUMPFIOUSE 1 I DISTRIBUTION AREA NOMINAL FIN. FL. ELEV. 5951.00' BLOCK HEATERS PER ELECTRICAL. TYP. OF 2 4' WIDE PNM STRIPES. TYP. DDLLY� PARKING 6 SPACES IPE BOLLARD GATE ENTRY /ACCESS PEDESTAL SNOW STO} wl SEE ELECTRICAL REFER T CM SIGN /5, SEE SIGN SCHED., TYP. PIPE BOLLARD" REFER TO CML AND TYP. CONCRETE PAD TYP. AREA, SI0GNSEE SIG/1, 4N & 1, S SCHEO., T1'P. PIPE BO10LAI ,-� REFER & ARCH..., CML TYP. gar: TR OVERHEAD TRUSS LATE, 'LIF FERFOTO CML AND ELECT R ADD. REQ. 30ONCRETE'x20'%8' THICK CSLAP FOR GATE GROUN LOOPS. D SEE CML CATS MANUF. SNOW REFER ARFJL.� \ NOTES: 1. THE SIGNAGE REWIRED IS NOTED ON THE PLANS 2. SIGNS WILL BE FURNISHED AND INSTALLED B✓ THE G.C. 3. CONTRACTOR SHALL PROVIDE 2' D4 GALV. PIPE SIGN POSES AS REQUIRED 4. SIGN ON POST 5. MINIMUM FXC REQUIREMENT. COORDINATE SIGNAGE INSILIATIGN ACCORDING TO STATE SPECIFlC REQUIREMENTS AND LOCJ�L REQUIREMENTS WITH THE AUDIORIUES HANNG JURISOICTK)N. SIGN # DESCRIPTION NOTICE - NO ADMITTANCE UNAUTHORIZED - 24' x 36' UNAUTHORIZED PERSONS OR PRIVATE VEHICLES NOT ALLOWED BEYOND THIS POINT. NOUTORS WILL BE PROSECUTED. REFERENCE TAP I PART N0. 373-01091 IBIS SIGNS PMT N0. 11-2436A QTY. 2 NO TRESPASSING - 18' x 12' REFERENCE TAPCO PART N0. 373-0-181 1815 SIGNS PART N• 0. 11 -1812B (FOR PERIMETER FENCE) INSTALL AT 100'-0' INTERVMS ALL VISITORS MUST REPORT M OFFICE - 18' z 18' REFERENCE: TAPCO PART N0. 37}00844 IBIS SIGNS PART NO. 11-18180 4 STOP SIGN - STANDARD 24' x 24 - REFERENCE: TACO PART N0. 373-01632 IBIS SIGNS PARE NO. 11-R1-1 5 SPEED LIMIT 10 MPH - 24' x 18' REFERENCE: IBIS S PART N0. 373-04730R2 IBIS SIGNS PART N• O. 11-R2-1 3 ADA ACCESSIBILITY SIGN - 18' z 12' REFERENCE: PMT N0. 373 -0008109 - IBIS S• IBIS SIGNS PART: N• O. 11-R7R7-B PC ALUMINUM W/VINYL GRAN (SEE NOTE /5) 7 VAN REFERENCE: ACCESSSIGN - 9' * t)IBILITY TAPCO PMT N0. 373-0482841;faeT IBISSIGNSPMTN0.11-R7(SEENOTEi5) 3 MOTORCYCLE PARKING ONLY SIGN - 18' x 12' REFERENCE: TAPCO PART N0. 373-05906 IBIS SIGNS PMT N0. 11-18M0 FACILITI' ADDRESS SIGN - 36'H z 601Y z 72' OAFM REF. BWR PMT N0. D411G COORDINATE WITH AUTHOR(IY MANNG JURISDICDON NO ENGINE IDLING SIGN - 20' x 24' REFERENCE: TAPCO PART N0. 100092 IBIS SIGNS PMT :int -2024D 3 THE SIGN RESERVED FOR FXG HUB_ �UB FACILITIES ONLY. "eTI9 T sy,D"Si � N/A 12 15 MINUTE PARKING PACKAGE PICK-UP ONLY SIGN 2 , 2 8' REFERX ENC1E: TAPCO PART N0. X10347 IBIS SIGNS PMT N• 0. 0432G (21' % 24' 0 v ,See rosrc0irS a�nteg /f rg„ � Xi/ 46 At y Rely/re rats 74 . SIGN SCALED../2, SEE SIGN CONDITIONS OF PERMIT BLCO-8-15-3843, SEPT -8-15-3844 Eastbank, LLC/FedEx Warehouse/Office Building TBD CR 154 GWS, Colorado CONC. CURB REFER M CMI., TYPICAL NORTH ITE PLAN SCALE: 1' 30'-0' 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CURRENT LAND USE PERMIT REQUIREMENTS. 3) BUILDING IS APPROVED AS FULLY SPRINKLERED, NONSEPARATED, TYPE II -B CONSTRUCTION, S-1, B OCCUPANCIES. 4) LOCAL FIRE DISTRICT SHALL INSPECT FIRE SUPRESSION SYSTEM, EXTINQUISHERS, ALARMS, AND OTHER PERTINENT IFC REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION. 5) PRIOR TO FOUNDATION INSPECTION, PROVIDE A COPY OF THE REVISED STORMWATER DISCHARGE PERMIT. STORMWATER DRAINAGE SHALL NOT EXCEED HISTORIC DRAINAGES FROM THE DEVELOPED PROPERTY. 6) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION, 2000 PSF. 7) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE AN APPROVAL REPORT AT FRAMING INSPECTION. 8) CONTACT GARFIELD COUNTY ROAD & BRIDGE DEPARTMENT REGARDING ACCESS IMPROVEMENTS. FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 9) ACCESSIBILITY PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117.1-2003. 10) COMMISSIONING OF SPECIAL MECHANICAL SYSTEMS AND PROPER EQUIPMENT PERFORMANCE REPORT, SIGNED BY A COLORADO DESIGN PROFESSIONAL, IS REQUIRED PRIOR TO CO/FINAL INSPECTION. 11) IECC, CH. 5 COMPLIANCE REPORT REQUIRED PRIOR TO FINAL HVAC INSPECTION. 12) ELECTRICAL ROUGH APPROVAL IS REQUIRED AT FRAME INSPECTION. 13) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 14) ENGINEERED SEPTIC APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION. 31D ALTERNATE 1. ASPHALT PAVEMENT IN LIEU OF STONE PAVEMENT. SECUWTY DASHBOARD BASED ON SECURITY MATa x DATED: 08/27/2013 W w 0 0 a e m N za z ALTERNATIVE SECURRY MEASURE(S) ICIER FENCING • 2 TRAILER/TRACTOR PARKING MONO • FGALENECE-UNE TURNSTILE AND • 4 AUTO PARKING OUTSIDE THE FENCE -UNE • 5 ALARMED PERSONNEL DOORS • MOTORIZED TRACTOR / TRAILER ENTRY GATE • 7 ARM GATE • SECURITY CAMERA ALARM SYSTEM' • 9 BUILDING SECURITY ALARM' • SECURITY GUARD BUILDING • SECURITY GUARD STATION 2 ACCESS CONTROL' 3 MOTORIZED DRIVE-IN DOORS • • • 4 FOLDING SCISSOR GATES • 15 SECURITY OFFICE 16 INBODEIEUCTONDR(S)' WALKTHRU MEW. • • ANUDD/GOERTEDPPSBYBEITYC-EAN. IINGLULLDIDED B! THSECURITY-PPS CLEAR ALTERNATIVE SECURITY MEASURES RENEWED BY: XXX DATE: xx-xx-xx DRAWING INDEX SHEET N0. TITLE C-1 G-1 SHEET INDEX, GENERAL NOTES, SITE PLAN GENERAL INFO PLAN S100 STRUCTURAL NOTES S101 STRUCTURAL NOTES AND TYPICAL DETAILS 5102 TYPICAL DETAILS 5200 FOUNDATION PLAN 5300 PUMP HOUSE FOUNDATION AND FRAMING PLANS S400 FOUNDATION AND FRAMING DETAILS A-1 BUILDING PLAN A-2 OFFICE FLOOR PLAN A-3 SCHEDULES A-4 ELEVATIONS A-5 PUMP HOUSE PLANS, DETAILS, AND ELEVATIONS D-2 D-3 M1-0 M2-0 M3-0 M3-1 P1-0 P2-0 3 - DETAILS DETAILS DETAILS HVAC GENERAL NOTES HVAC PLAN HVAC SCHEDULES AND DETAILS HVAC DETAILS PLUMBING GENERAL NOTES PLUMBING PLAN P -1 P UMBING SCHEDULE & DETAILS H'- .0 MECHANICAL PUMP HOUSE PLAN EO -1 0-2 E1-1 E1-2 2-1 3-1 E3-2 4-1 4-2 E4-3 E4-4 E5-1 E5-2 E5-3 E5-4 6-1 E6-2 6-3 ELECTRICAL SYMBOLS, SCHEDULE ELECTRICAL SCHEDULES & NOTES SITE PLAN - ELECTRICAL SITE PLAN - ELECTRICAL FLOOR PLAN - LIGHTING FLOOR PLAN - POWER FLOOR PLAN - COMPUTER ROOM DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL RISERS & WIRING DIAGRAMS ELECTRICAL DIAGRAMS & SCHEMATICS ELECTRICAL GROUNDING DIAGRAMS & DTLS. ELECTRICAL DIAGRAMS AND SCHEMATICS PANELBOARD SCHEDULES PANELBOARD SCHEDULES LIGHTING CONTROL SCHEDULES, DIAGRAMS & DETAILS DEVELOPMENT PLAN PACKAGE CO TITLE SHEET C1 SITE PLAN C2 GRADING, DRAINAGE AND EROSION CONTROL PLAN C3 DRIVEWAY PLAN AND PROFILE C4 MASTER UTILITY PLAN C5 WATER TANK DETAIL SHEET C6 PUMP HOUSE AND WELL DETAIL SHEET C7 GENERAL DETAIL SHEET C8 GENERAL DETAIL SHEET C9 ONSITE WASTEWATER SYSTEM Al ARCHITECTURAL ELEVATIONS A2 ARCHITECTURAL FLOOR PLANS PL1.01 PLANTING CONCEPT PLAN ❑ Schematic Design m d 0 m 1a N I Z C C C REVISIONS APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS CARSII=L D COUNTY Bl1I_.DINC 1 EPAF i ,I iNT DAT Eq 3-2Dl``' . FIELD copy NO r.C:110VuTiHr.)LIT THP -37 f., ;.A1C C,'N CUT' Consultant EXPIRES 3/31/16 ARCHI I ECTURE & PLANNING IO o Z V Q 6 = O O 00 �Z(� O 0 i< � LU Q O 0 `n Z J O SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz LLI H w0Z 0z J J W � „ UJ LLJ - Z CFI 'wn V Date: 7-2-15 Pro). # 14033.01 Sheet 1 OF 41 C-1 w U 0 M t lia 0 y 3 JR O to v m L� m o �1 tl P. IL xa J c x a 'WC N W Li LE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED SEDIMENT CONTROL FENCE z 20 6gm0 'Ori 0,0 N Z°(Vz LL 0a0 -ted° WON 5Z C9 -J-1111 c �(*1 to 0 • z >o� <0YS � 01• Ix m ¢o_▪ _WW INOOO wOIZ ? oa0 wow ▪ m�Z >- 8" DRAIN PIPE FROM IRRIGATION DITCH TO BE RELOCATED TO MATCH PROPOSED DRAINAGE SWALE AROUND SEPTIC FIELD 0 0 24"0 NYOPLAST INLINE DRAIN GRATE: 5947.40 INV OUT: 5944,40 1. EXISTING INFORMATION PROVIDED BY AERIAL MAP AND HIGH COUNTRY ENGINEERING, INC. 2. ELEVATION: 5900.00' = 00.00' ME: MATCH EXISTING FF: FINISHED FLOOR FG: FINISHED GRADE FL: FLOW LINE TC: TOP OF CURB EC: EDGE OF CONCRETE EP: EDGE OF PAVEMENT LP: LOW POINT HP: HIGH POINT CC: CURB CUT LOCATION P: PAVEMENT PS: PARKING SPACE HC: HANDICAP TW: TOP OF WALL BW: BOTTOM OF WALL W a ID 0) N 0 Z N 0 LL VALLEY INLET 15"X26" VALLEY PAN GRATE GRATE: 5945.62 INV OUT: 5942.62 8' DEEP DRYWELL W/ 1.5' BURIED SURROUNDING GRAVEL GRATE: 5944.00' BOTTOM: 5936.00' v ' \\ V \ _ A DETENTION POND BOTTOM: 5944.00' �\ \ WEIR OVERFLOW: 5947.50' STORAGE VOLUME:. 6,356 CF \ \. \ V� \�A \,� \` y \ DAYLIGHT \ ROOF DRAIN A INV =5945.321 , 6" SCH-40 ROOF DRAIN PIPE 0 0.8X SLOPE 18"0 NYOPLAST INLINE DRAIN GRATE: 5947.15 INV OUT: 5942.75 H-20 LOAD RATED (TYP.) CLEANOUT INV.=5945.83' 30"0 NYOPLAST INLINE DRAIN GRATE: 5947.40 INV OUT: 5941.40 TEMPORARY CONSTRUCTION EASEMENT 4'0, 8' DEEP DRYWELL W/ 1.5' BURIED SURROUNDING GRAVEL NEENAH FRAME & GRATE R -5901-E N GRATE: 5937.00' INV IN: 5935.00' BOTTOM: 5929.00' \ \ KN\ DETENTION POND BOTTOM: 5938.00' \\ WEIR OVERFLOW: 5944.50' \ STORAGE VOLUME: ' 13,652 CF ill ci a 0 w(9 0 J D Q gy Q O 2 �r p 0 00 I --o �CIn U `Q - X V Z O ao� 0 W PROJECT NO. 2151005.00 GR -1 C2 OCC: 10 EWR: 1.5" EWP: 32" OCC: 11 EWR: 1.7" EWP: 32" 0 0 0 0 0 0 6 2s• 25 -43' 18•-0' ■ ■ ■ q• 1 x 41�F. • • limmonnono r„„„„,„„„„„„„„, D STRIBUTION Ar9f 111iiiiiiiiiiiiiiiiiiiiiiiiii I IIIIIIIIIIIIIIIIIII 11111111111111111111111111 J F.E J FE FE 8---ice-� Z -t J • • • •• •• • F ■ EGRESS PLAN SCALE: 3/32' = 1•-0' EGRESS LEGEND EGRESS PATH OCC: EWR: EWP: OCCUPANT LOAD EXIT WIDTH REQUIED EXIT WIDTH PROVIDED MINIMUM THERMAL VALUES ROOF R-19 + R-11 LINER SYSTEM WITH R-5 THERMAL BLOCKS WALL R-13 + R-13 CONT. INSULATION FOUNDATION R-10 TO 4'-0" BELOW FINISH FLOOR SWING DOOR U VALUE = .037 ROLL UP DOOR R-14.86 WINDOW U VALUE = .5, SHGC = .25 OCC: 11 EWR: 1.7" EWP• 32" GENERAL NOTES i ♦ <1* Milli ?♦ 0.:5 r �'\ ♦ �� \\ � 6i s OCC: EWR: 27� � 4.1 EWP: 32" 1. WORKMANSHIP, MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE 2009 IBC, 2009 IMC, 2009 IPC AND 2009 IECC, AS WELL AS APPLICABLE STATE AND LOCAL CODES AMENDMENTS, GARFIELD COUNTY. 2, CONTRACTORS SHALL VISIT THE SITE AND INFORM ARCHITECT OF ANY CONDITIONS THAT MAY AFFECT THE EXECUTION OF THE WORK PRIOR TO COMMENCING ANY AFFECTED WORK. 3, CONTRACTORS SHALL VERIFY ALL INFORMATION ON DRAWINGS AND SPECIFICATIONS AND REPORT ANY DISCREPANCIES OR OMISSIONS TO ARCHITECT PRIOR TO SUBMISSION OF BIDS OF ANY AFFECTED WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BUILDING AND SITE, CLEANING AND PROVIDING ALL AND ANY SAFETY PROVISIONS TO ENSURE THE PUBLIC SAFETY. 5, DAMAGED WORK MUST BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6, REFUSE GENERATED BY DEMOLITION WORK SHALL BE REMOVED FROM PROJECT SITE ON A DAILY BASIS. COORDINATE DUMPSTER LOCATION WITH BUILDING OWNER TO AVOID ACCESS AND PARKING CONFLICTS. 7, ALL MEASUREMENTS ARE SUBJECT TO VERIFICATION IN THE FIELD BY THE CONTRACTOR. DIMENSIONS ON PLANS ARE TO FACE OF STRUCTURE. 8. ALL GLAZING SHALL CONFORM TO CHAPTER 24 OF THE IBC OR LOCALLY ADOPTED AMMENDMENTS. THE MOST STRINGENT CODE WILL GOVERN. ALL GLAZING SHALL BE ABLE TO WITHSTAND 20 PSF WINDLOAD. GLAZING SUBCONTRACTOR IS RESPONSIBLE FOR PROVIDING STRUCTURAL CALCULATIONS SUBSTANTIATING THESE LOADS BEFORE INSTALLATION OF ANY GLAZING. 9. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0: BRACING SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. c. e•w s....14 ,, PROJECT NORTH NORTH G ) OCC: 4 EWR: 0.8." EWP: 32" BUILDING CODE REVIE GOVERNING BODY: GOVERNING CODE: EXISTING ZONING: NOTE: FOR PARKING AND LOADING REQUIREMENTS, REF. BUILDING SETBACK: REQUIRED FRONT (S): 0 FEET SIDE (E): 0 FEET SIDE (W): 0 FEET REAR (N): 0 FEET NOTE: FOR SETBACK REQUIREMENTS, REF. ENCLOSED DE OCCUPANCY GROUP: (SEC. 303) S-1 B OF OCCUPANCY SEPARATION CHECK: S-1, B PER IBC SEC. CONSTRUCTION CLASSIFICATIONATION: (CHAPTER 6) MAXIMUM BUILDING HEIGHT (TABLE 503): ACTUAL BUILDING HEIGHT: ALLOWABLE AREA (TABLE 503): S-1 OCCUPANCY 17,500 S.F. + 300% = 52,500 S.F. B OCCUPANCY 23,000 S.F. AREA MODIFICATIONS SECTION 506.3 FULLY SPRINKLERED ACTUAL BUILDING AREA: EXISTING REN EXT. BUILDING ENVELOPE 0 SF 0 TYPE OF CONSTRUCTION: (TABLE 601) STRUCTURAL FRAME: BEARING WALLS: _2 n EXTERIOR INTERIOR tL,i� NONBEARING WALLS & TIONS: (TABLE 602, P. EXTERIOR• INTERIOR C CONSTRUCTIO - FLOOR n ROOF CONSTRUCTIOt FIRE RESISTANCE RATING REQUIR NTS F R EXTERIOR ' (TABLE 602) GREATER THAN 30'-0" FOR GROUP A2 OCCUPANT LOADS: (TABLE 1004.1.1) WAREHOUSE - 24,139 S.F. / 500 = 49 OCCUPANTS OFFICE - 2,656 S.F. / 100 = 27 OCCUPANTS TOTAL = 76 OCCUPANTS EXITS REQUIRED: (SEC. 1021,) S-1 = 49 OCCUPANTS 1 EXIT REQUIRED 5 B = 27 OCCUPANTS 1 EXIT REQUIRED 1 BUILDINGS WITH ONE EXIT < 49 OCCUPANTS AND LESS EXIT TRAVEL DISTANCE: (TABLE 1016.1,) 250 FEET MAX, CORRIDOR FIRE RESISTANCE RATING: (TABLE 1016.1,) 0 PLUMBING FIXTURES: (SEC. 2902.1) OCCUPANTS WC REQ'D W MEN = 38 OCC. (1/100) 1 3 WOMEN = 38 OCC. (1/100) 1 2 ONE DRINKING FOUNTAIN REQUIRED, ONE HI/LOW PROV ONE MOP SINK REQUIRED, ONE MOP SINK PROVIDED. Consultant ❑ Design Review cc THOMAS 2A5ST SAYLER- BROWN" EXPIRES 3/31/16 ARCHITECTURE & PLANNING SBBL Architec /\ 10' 9.5 408 C 404 TOF=96'-6' TOF=95-6" DRIP TRAY FFE=100'-0" F 4-0 I F 4-0 L_ IF4-0 J FFE=99'-9' r-7 I O I _J a 0 F 3-6 F 5-6 m N O 408 C-1 �I FFE=100'-0" -----) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTIONZ000_PSF r-- 1 I L FFE=99'-9" SLOPE \\TOF=961-0* TYPICAL INTERIOR COLUMN FOOTING U.N.O. r I L REFERENCE FFE = 100'-0" TOF=93'-6° \p_ 1 I z> TOF=93'-6" TOF=93'-6" F 5-0 I TOF=96'-6" TOF=96'-6" T I I 0 FFE=100'-0" r I I B.2 Y V A err! of the sionawirfeY' disci mer permit 1s geg`d Af Fouvldthorx 114 5periC on • —See Cele ind oI4 fintifd F 3-6 _-J TOF=97'-6" TYPICAL EXTERIOR COLUMN FOOTING U.N.O. r— I; 1 404/ F 4-0 FOUNDATION PLAN r—� 4.=_.) r SCALE: 3/32'=1'-0" S� fee / r -kw ne 5/06 �F PROJECT NORTH NORTH 408 �J NOTE: 1. THIS FOUNDATION DESIGN IS BASED ON FRAME REACTIONS AND LAYOUT AS PROVIDED BY THE METAL BUILDING SUPPLIER. 2. ANCHOR BOLTS SHALL BE PLACED PRIOR TO FOUNDATION INSPECTION. 3. FOR ALL COLUMN DIMENSIONS COORDINATE WITH PREFABRICATED METAL BUILDING MANUFACTURER'S DRAWINGS. END WALL POST REACTIONS END WALL POSTS WHERE RIGID FRAME SHOWN ON PLAN - SEE END WALL LATERAL WIND FORCE 1 A Ir ROOF FRAMING END WALL POST SEE DETAILS H1— \ _...______ Vi I I I VB VC VD `HD GRID LOCATION DL + (WL OR EQ) + (LL OR SL) (KIPS) 0.6DL + (WL OR EQ) (KIPS) VI H, Vo V, Ho 1 & 10 217 V° V° -6 13 RIGID FRAME COLUMN REACTIONS END WALL POSTS WHERE RIGID FRAME SHOWN ON PLAN - SEE END WALL LATERAL POST REACTIONS A Ir FOR CONSTRUCTION FOOTINGS, REINFORCING SEE DETAILS FORCE HA—I VA I I I I VB VC VD `HD FOOTING DL + WL OR EQ) + (LL OR SL) (KIPS) 0.6DL + (WL OR EQ) (KIPS) GRID UNE V,, VB VC Vo HA Ho V,, VB V° V° 1 & 10 13 47 49 19 5 5 -4 -11 -13 -6 1.5 21 65 - 35 8 9 -4 -9 - -6 2 - 9 22 70 50 15 6 7 -11 -11 -7 -12 9.5 63 - - 63 59 59 -8 - - -8 F 4-0 TOF=96'-6" FOOTING (F) SCHEDULE c4-_________________ ABOVE 3" FOR CONSTRUCTION FOOTINGS, REINFORCING SEE DETAILS CL' FOOTING FOOTING DESIGNATION DIMENSIONS FOOTING REINFORCING REMARKS "w" "T" F 3-6 3'-6" SQUARE 12" (4) #5 EACH WAY (4) 3/4% ANCHOR BOLTS WITH 18" MINIMUM EMBEDMENT F 4-0 4'-0" SQUARE 12" (5) #5 EACH WAY (4) 1"0 ANCHOR BOLTS WITH 24" MINIMUM EMBEDMENT F 5-0 5'-0" SQUARE 12" (6) #5 EACH WAY (4) 1"0 ANCHOR BOLTS WITH 24" MINIMUM EMBEDMENT F 5-6 5'-6" SQUARE 12" (7) #5 EACH WAY (4) 3/4"0 ANCHOR BOLTS WITH 24" MINIMUM EMBEDMENT F 6-6 6'-6" SQUARE 18" (8) #5 EACH WAY (4) 3/4"0 ANCHOR BOLTS WITH 24" MINIMUM EMBEDMENT F 7-0 7'-0" SQUARE 42" EACH WAY (TOP AND BOTTOM (4 BANCHOR BOLTS WITH " MINIMUM EMBEDMENT OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION zooid PSF GENERAL FOUNDATION NOTES 1. SEE SHEETS S100 AND S101 FOR STRUCTURAL NOTES (MATERIALS, REQUIREMENTS, ETC.). 2. VERIFY ALL DIMENSIONS WITH PREFABRICATED METAL BUILDING MANUFACTURER'S DRAWINGS PRIOR TO CONSTRUCTION. 3. PROVIDE CONSTRUCTION JOINTS IN FOOTINGS IN ACCORDANCE WITH TYPICAL DETAILS. 4. ANCHOR BOLTS SHALL BE PLACED IN ACCORDANCE WITH PREFABRICATED BUILDING MANUFACTURERS DRAWINGS. 5. MACRO -SYNTHETIC FIBER REINFORCEMENT SHALL BE USED IN ALL CONCRETE SLABS FOR THE PURPOSE OF CONTROLLING TEMPERATURE AND DRYING SHRINKAGE CRACKING. TUF-STRAND SF FIBERS WITH A MINIMUM LENGTH OF 1 1/2", AND A MINIMUM TENSILE STRENGTH OF 70 KSI, SHALL BE USED AT A DOSAGE RATE (5.0 LBS/CUBIC YARD OF CONCRETE) DESIGNED AND SPECIFIED BY THE FIBER MANUFACTURER (EUCLID CHEMICAL COMPANY). FOUNDATION PLAN NOTES O SEE TYPICAL DETAIL AND STRUCTURAL NOTES FOR EARTHWORK REQUIREMENTS. 02 6" CONCRETE SLAB OVER 4" A.B.C. - REINFORCE SLAB WITH #4 REINFORCING AT 16" O.C. EACH WAY LOCATED 2" CLEAR FROM TOP OF SLAB. ADD MACRO -SYNTHETIC FIBER REINFORCEMENT PER GENERAL NOTE 5. O PROVIDE 1/2" PREFORMED JOINT FILLER AT ALL LOCATIONS WHERE EXTERIOR SLABS ABUT THE BUILDING U.N.O. ON ARCHITECTURAL DRAWINGS. O SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND LIMITS OF SITE WORK, SIDEWALKS, FINISH, SLOPES, CURBS, SITE WALLS, ETC. OS CTJ - INDICATES SLAB CONTROL JOINT. CJ - INDICATES SLAB CONSTRUCTION JOINT. CONTRACTOR SHALL PROVIDE CONTROL JOINTS AT 15'-0" O.C. MAXIMUM. 60 EXTEND ALL HORIZONTAL REINFORCING CONTINUOUS AROUND CORNERS AND THROUGH FOOTINGS - HOOK AROUND ANCHOR BOLTS AT CORNER COLUMNS. • SLOPE SLAB TO DRAIN - SEE ARCHITECTURAL AND MECHANICAL/ PLUMBING DRAWINGS. Consultant RO DERICK NGINEERING LC. BRODERICK ENGINEERING LLC. 6859 E. REMBRANDT AVE, 3275 W. INA RD. SUITE 124 SUITE 211 MESA, Az 85212 TUCSON, AZ 85741 PH 480.926-6333 PH 520-887-9416 FAX 480-926.3999 FAX 520.887.9486 B.E. JOB NO. 1 51 19 80 - INDICATES TRENCH DRAIN - COORDINATE WITH ARCHITECTURAL DRAWINGS AND MECHANICAL/PLUMBING DRAWINGS. Os (- ,' " '..1 - INDICATES 8" WIDE X 8" TALL CONCRETE CURB PER ARCHITECTURAL DRAWINGS - TYPICAL. 10 • - INDICATES CONCRETE FILLED STEEL BOLLARD PER TYPICAL DETAIL - COORDINATE WITH ARCHITECTURAL DRAWINGS. 11 CONCRETE CLOSURE POUR - OPTIONAL AT INTERIOR STEEL COLUMNS. 12 #6 X 20'-0" HAIRPINS HOOKED AROUND ANCHOR BOLTS PER DETAIL 410. m ❑ Construction Issue m 6 2 REVISIONS 0 o Z No 6 � � O 0 in U (�Zc� V0� N w Q O o t% 3 W w LL ARCHITECTURE & PLANNING SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Z 0 ~ Z Q 0 Q Z IZ 0 LL Date 7-02-15 Proj. k 14033 Sheet 6 OF 41 S200 •'a 8'-0• HIGH WAINSCOT 24 GA. PREPAINTED WHITE METAL RIBBED WALL PANEL OVER INSULATION UNLESS NOTED OTHERWISE. 100.00' IJ 18'-0• 22'-O" 22'-0• CC 22'-0• '', 11'-0" 81° K41 ax 'm REFER 2/D- 1. - TYPICAL 6•o GUARD POST TYP 100.00' 100.00' O 0 0 0 + 8'x 10' 10' x 14' SPARE I RECORD PARTSSTORAGE CAGE, SEE I CAGE, SEE 7/D-3 8/D-3 _ J a f i r. i H 1 8'-0• HIGH 3/1• CDX OD WAINSCOFm O TRASH To DOCK DOOR B x 9' 3/4" x 8'-0• HIGH CDX PLYWOOD WAINSCOT AT THIS LOCATION. (TYPICAL AT THE END OF VANUNES.) I I4 DRIVE-IN DOOR 14' x 16' ON COLUMN LOPE TO RAIN RECYCUNG BIN RCB -1 BY FXG CHAIN UNK CAGE SEE DTL 1/D2 3' HIGH RI CONCRETE COLUMN P 18" MAX. I N RCED 1 ULAR 0 CRON IA (TYP.) -0• HIGH WAINSCOT 24 GA. PREPAINTED WHITE METAL RIBBED WALL PANEL OVER INSULATION UNLESS NOTED OTHERWISE. 0 N DROP SHIP DOCK DOOR 8' x 9' DC1 DISTRIBUTION CENTER FLOOR EL. 100.00' O l LOAD DOCK DOOR • se 100 LOAD/UNLOAD DOCK DOOR_. 8'x9' CONTROL JOINTS TYPICAL THROUGHOUT BUILDING 4'-0• HIGH 3/4• CDX PLYWOOD WAINSCOT. SECURITY STATION SEE 5/D2'- MAIN DISTRIBUTION AREA ENTRANCE I - N 0 c N 31 PROVIDE FIRE DEPT. KNOX BOX. HOSE BIBB O 48" A.F.F. ON COLUMN REFER TO ENLARGED OFFICE PLAN A2 FOR ADDIRONAL DETAIL ADMIN. OFFICE 10 0 o 8'-0• HIGH WAINSCOT 24 GA. PREPAINTED WHITE METAL RIBBED WALL PANEL OVER INSULATION UNLESS NOTED OTHERWISE FLOOR DRAIN 100.00' SPRINKLER RISER(S) HOSE BIBB 0 100.00' 36'-0• 22'-0• 22'-0• 22'-0• 22'-0• -0• 22'-0• 24'-0• 36'-0• I 1'-2• 1 0' 230'-4• 10 BUILDING PLAN SCALE: 3/32" - 1'-0• NOTES: 1. PERIMETER WALLS & FOUNDATIONS AT GRADE AREAS SHALL BE r ABOVE NOMINAL FIN. FL. ELEVATIONS REFER 3/D-2. 2. CONVEYOR EQUIPMENT TO BE FURNISHED AND INSTALLED BY TENANT. 3. DISTRIBUTION AREA (AND VEHICLE MAINTENANCE GARAGE, IF ANY) WILL BE HEATED. 4. REFER TO ELEVATIONS TO VERIFY DOOR INSTALLATION THIS PHASE. 5. DISTRIBUTION AREA (AND VEHICLE MAINTENANCE GARAGE, IF ANY) WILL RECEIVE A WET -TYPE SPRINKLER SYSTEM. (6) PROJECT NORTH O I. NORTH a e D'> TYP. UNLESS OTHERWISE NOTED Consultant FGEND X— DOOR NUMBER O COLUMN NUMBER 0 SHEET LINE NUMBER — -- — FENCE Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue LILILIJULIL COORDINATION a) a C 0 z ©I7-28-15 FEDEX OWNER In Z O U) ce UJ t] U LL Lo co I REVISIONS EXPIRES 3/31/16 ARCHITECTURE & PLANNING FED EX GROUND GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Z Q J C Z a D Date: 5-13-15 Proj. # 14033.01 Sheet 9 OF 41 A-1 D' C PROVIDE GUTTER & DOWNSPOUTS AT MAIN BUILDING. DISCHARGE OF DOWNSPOUTS FROM MAIN BUILDING ONTO CANOPIES IS PROHIBITED. PROVIDE CONTINUOUS DOWNSPOUT CONSTRUCTION AS REQUIRED TO PASS-THRU ANY CANOPIES BELOW. C6 A C DOOR SIGN REFER 9/D-2 TYP. WINISIMMETIM n111511IiNnlMI NSF mug imillowo METAL WALL PANEL 0 DOOR SIGN REFER 9/D-2 TYP. n IIIIIIIII�IIIIIIIII OVERHEAD DOORS. REFER TO DOOR SCHEDULE, TYP. A WEST ELEVATION H SCALE: 1" = 20'-0" A S SOUTH ELEVATION Inl' PROVIDE BUILDING MANUFACTURERS STANDARD CANOPY WITH GUTTER & DOWNSPOUTS AS REQUIRED BY DESIGN, MAINTAIN I2'-0" CLEAR ABOVE FINISHED FLOOR. KEEP DOWNSPOUTS AS CLOSE TO UNDERSIDE OF CANOPY AS POSSIBLE. TYP. ALL CANOPIES. PROVIDE BUILDING MANUFACTURERS STANDARD CANOPY WITH GUTTER & DOWNSPOUTS AS REQUIRED BY DESIGN, MAINTAIN 12'-0" CLEAR ABOVE FINISHED FLOOR. KEEP DOWNSPOUTS AS CLOSE TO UNDERSIDE OF CANOPY AS POSSIBLE. TYP. ALL CANOPIES. PAINTED STEEL PIPE BOLLARD, REFER TO CML, TYP. 5'-O" i METAL WALL PANEL 4 II SCALE: 1" = 2C-0" PROVIDE GUTTER AND DOWNSPOUTS TYP. 4 1 1 1 I A' PROVIDE GUTTER AND - DOWNSPOUTS TYP. PROVIDE STANDARD BUILDING MOUNTED SIGN. SMALL. 21'x49" CABINET TYPE. NON -ILLUMINATED PROVIDE CANOPY AT OFFICE AND MAIN DISTRIBUTION AREA ENTRANCES. METAL ROOF PANEL Ce 1 s CC D �SUBSURFACE L- RAINWATER DRAINS AT OFFICE PERIMETER METAL WALL PANEL C 1111 1111111111 4 OVERHEAD DOORS, REFER TO DOOR SCHEDULE, TYP. DOOR SIGN REFE 9/D-2 TYP. 4 DOOR SEAL REFER 8/D-2 TYP. n xl II!" -III OVERHEAD DOORS. REFER TO DOOR SCHEDULE. TYP. B EAST ELEVATION SCALE: 1" = 20'-0" DOOR SIGN REFER 9/D-2 TYP. 11 ��I 1 A C 1 10 C NORTH ELEVATION SCALE: 1" = 20'-0" CLEA CLEARANCE ENVELOPE ISDN AREA DEDICATED TO AND EQUIPMENT AND CLEARANCES REQUIRED FOR ANY VEHICLES, PACKAGES OR EQUIPMENT TO PASS THROUGH. UNLESS NOTED OTHERWISE ALL STRUCTURAL MECHANICAL. ELECTRICAL OR ARCHITECTURAL ASPECTS OF THIS BUILDING (INCLUDING BUT NOT UMITED TO FIRE PROTECTION, SMOKE SCREENS, LIGHTING, CONDUITS. OVERHEAD DOORS AND TRACKS, ETC.) SHALL BE ABOVE OR OUTSIDE THE REQUIRED UMITS AS INDICATED BY THE CLEARANCE ENVELOPE AS SHOWN ON THIS AND OTHER DRAWINGS. ALL SHOP DRAWINGS SHALL REFER TO COMPLIANCE WITH THESE UMITS FOR ALL DISCIPUNES. 3'-0' 4 r C 1/2 12 12 1 1/2 I6'-2" CLEAR ENVELOPE SEE NOTE) n DOOR SEAL AT DOOR 3. REFER BA/D-2 n 10 SECTION SCALE: 1" = 20'-0 m Cl 1 0' PROVIDE GUTTER & DOWNSPOUTS AT MAIN BUILDING. DISCHARGE OF DOWNSPOUTS FROM MAIN BUILDING ONTO CANOPIES IS PROHIBITED. PROVIDE CONTINUOUS DOWNSPOUT CONSTRUCTION AS REQUIRED TO PASS-THRU ANY CANOPIES BELOW. PAINTED STEEL PIPE BOLLARD. REFER TO CIVIL, TYP. ADJUST BUILDING HEIGHT AS REQUIRED TO ACCOMODATE 16'-0' HIGH O H DOORS Consultant Design Review Schematic Design Design Developm Agency Submittal Bidding/Pricing Package Construction Issue ❑ ❑ ❑ ■ ❑ n MECHANICAL REVISION FEDEX OWNER REVISION Li) Z 0 0 0 UJ LL C) 0 0 U, N N n in U) CCC REVISIONS OPED ?.r i ¢ 0 25780 THOMAS SAYLER- a BROWN o <err 99� s'cned \Nq, i Nr - EXPIRES EXPIRES 3/31/16 n -a ARCHITECTURE & PLANNING 0 Z � r O C° O U ZC� 0 O W Qp o L LI LLU IJ— J SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 1: 520.620.0535 e: sbbl@sbbl.biz �z Z 0 CCI W Date: 7-2-15 Proj. # 14033.01 Sheet 12 OF 41 A-4 0 ROOM FINISH SCHEDULE RM. NO. PHI NAME FLOOR BASE WALLS CEILING REMARKS PUMP HOUSE CONCRETE 6" CONC. CURB PLYWOOD PLYWOOD PRIME AND PAINT PLYWOOD. 2 COATS SEMI GLOSS ENAMEL. DOOR SCHEDULE DOOR MARK FROM TO DOOR FRAME SILL LINTEL HDWR SET REMARKS W H T MATERIAL INSUL TYPE MATERIAL HEAD JAMB PHI PUMP HOUSE TO EXTERIOR 12'-0' 9'-O" COILING METAL OVERHEAD YES B METAL H1 J1 S1 METAL DBCI MODEL 2750: PROVIDE WITH MANUAL LIFT, WHITE FACTORY FINISH, WEATHERSTRIPPING, EXTERIOR MOUNTED HANDLE, SINGLE LOCKABLE LATCH MD PULL ROPE. PH2 PUMP HOUSE TO EXTERIOR 3'-0" 7'-0" 1 3/4' HOLLOW METAL YES A METAL METAL 3 HURRICANE TIE AT EACH --------- JOIST BOTH ENDS (TYP.) ALUMINUM DRIP -- FLASHING TOP OF TRACK JOIST BEARING A DOOR TYPES B METAL JOIST RUNNER _ TYPICAL ALONG ENDS. RIBBED METAL ROOF PANELS ON 5/8" PLYWOOD DECK 3 5/8" TRACK METAL WALL PANELS 3/4" FIRE RETADANT TREATED T & G PLYWOOD LINER PANEL i N / N X (2) 10"x16 GA. METAL JOIST HEADER CLOSURE - STRIP M FLASHING TO - MATCH METAL WALL PANELS. 3 5/8" TRACK TOP & BOTTOM METAL COILING OVERHEAD DOOR AND TRACK 3/4" PLYWOOD LINER PANEL NOTE SEE SITE DRAWINGS FOR FINISH GRADE ELEVATIONS AND FINISH FLOOR ELEVATION. 8"x8" LOUVERED VENT TYPICAL BOTH ENDS TOP OF TRACK JOIST BEARING -CLOSURE STRIP 5" ALUMINUM --- GUTTER & DOWN SPOUT PRE -FINISHED METAL WALL PANELS ON 7/8"x20 GA. GALV. HAT CHANNELS AT 4'-O" O.C. VERT. MAX. ON 3 5/8" METAL STUDS AT 1'-4" O.C. WITH R19 FOIL FACED THERMAL INSULATION. DRIP FLASHING AND CLOSURE STRIP FINISHED FLOOR B"x16 GA METAL JOIST AT 11-4" O.C. WITH 6" FOIL FACED FIBERGLASS BATT INSULATION (R-25) -1/2" FIRE RETARDANT TREATED PLYWOOD CEILING. PAINT, 3/4" FI , REVARR,DANT TREA ED 1 & P OD WE PANELS LL HEIG T A L WALLS. AIN . FAS N 0 STUDS !WITH #10-1.. TEK ISCR;ti S AT 6" O.C. AT (PANE EDGES AND 12" ?O.C. THE FIELD OF THE NELS. 1x4 TRIM INTERIOR ALL AROUND. PAINT. -- PAINT ALL INTERIOR WOOD SURFACES AX BU I DI t COR ERS FASTEN STUDS TO TACK Wl A MIN MUM OF 2-9/10-16 TEK SCREW . 4 METAL COILING OVERHEADDOOR AND TRACK NISHED FLOOR 1Vt H1 i 9'-0" A.F.FO -METAL COILING OVERHEAD DOOR AND TRACK SEALANT METAL WALL PANELS METAL JAMB FLASHING. --(3) 3 5/8" STUDS AT JAMBS 7/8" METAL HAT CHANNELS APPROX. GRADE--' -1/2" DIA. ANCHOR BOLT x 1-4" LONG, 2" HOOK, 4`-0" D.C. AND AT EACH BUILDING CORNER. REINFORCED CONCRETE -- SLAB AND FOUNDATION. SEE FOUNDATION DRAWINGS. AT BUILDING CORNERS -- PROVIDE -PROVIDE SIMPSON LTT20 HOLD DOWN STRAP AT ANCHOR BOLT. TYPICAL. 3" RIGID INSULATION ALL AROUND BUILDING SECTION 41 SCALE: 1/2" - 1'-0" ALUMINUM GUTTER AND DOWNSPOUT PRE -FINISHED METAL WALL PANELS METAL WALL PANELS J1 METAL FLASHING TO MATCH WALL PANELS CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, ELEVATIONS, PIPE SIZES, ETC. PRIOR TO COMMENCING CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND CONTRACTOR TO INFORM GBC DESIGN INC. LEGEND AV - 3 5/8" METAL STUD WALL CONSTRUCTION. BATT INSULATION NOTES 1. METAL WALL AND ROOF PANELS SHALL MATCH ADJACENT BUILDINGS IN COLOR AND PROFILE. 2. ALL INSULATION SHALL BE FOIL FACED SHALL CARRY A MINIMUM 25 FLAME SPREAD RATING. 20'-0" PUMP HOUSE 3/4" FIRE RETARDANT TREATED T & G PLYWOOD LINER PANELS FULL HEIGHT ALL WALLS. PAINT. PRE -FINISHED METAL WALL PANELS ON 7/8"x20 GA. GALV. HAT CHANNELS AT 4'-0" 0.C. VERT. MAX. ON 3 5/8" METAL STUDS AT 1'-4" O.C. WITH R19 FOIL FACED THERMAL INSULATION. 0° A (PH1) METAL COILING OVERHEAD DOOR AND TRACK SEALANT CONCRETE S1 FINISHED FLOOR CONCRETE ,APPROACH --- SLAB SEE ITE DRAWINGS. 4'-0" 12'-O" D.O. PUMP HOUSE PLAN SCALE: 1/4" - 1'-0• FINISHED FLOOR APPROX. GRADE REINFORCED CONCRETE SLAB AND FOUNDATION. SEE FOUNDATION DRAWINGS ALUMINUM DRIP FLASHING ALUMINUM GUTTER AND DOWNSPOUT SOUTH ELEVATION SCALE: 1/4" - 1'-0• FINISHED FLOOR 8"X8" LOUVERED VENT NORTH ELEVATION SCALE: 1/4" - 11-0" APPROX. GRADE REINFORCED CONCRETE SLAB AND FOUNDATION. SEE FOUNDATION DRAWINGS ALUMINUM DRIP FLASHING APPROX. GRADE REINFORCED CONCRETE SLAB AND FOUNDATION. SEE FOUNDATION DRAWINGS EAST ELEVATION SCALE: 1/4" - 1'-0" WEST ELEVATION Consultant SCALE: 1/4" = 1'-0" ALUMINUM GUTTER AND DOWNSPOUT PRE -FINISHED METAL WALL PANELS .RNISIHED FLOOR- APPROX. GRADE REINFORCED CONCRETE SLAB AND FOUNDATION. SEE FOUNDATION DRAWINGS 5--0" Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue 0 C 0 0 REVISIONS m 25780 UTHOMAS SAYLER- BROWN ,y EXPIRES 3/31/16 ARCHITECTURE & PLANNING 0 �o D (O Z 00 X I- W < 0cc Lu LL GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz 0 ((J) QZ O Q F W 0 Lu Dale: 5-13-15 Proj. U 14033.01 Sheet 13 OF 41 A-5 ABBREVIATIONS 1) ALL ABBREVIATIONS SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT. 2) REFER TO EQUIPMENT SCHEDULES FOR EQUIPMENT DESIGNATIONS. 3) REFER TO PIPING DESIGNATIONS AND TYPES FOR PIPE ABBREVIATIONS. A ABV A/C ACC ACCU AFC AFF AFG AMP ANSI APD ARCH ARI ASHRAE ASME ASTM AUX AWG AWW ABOVE AIR CONDITIONER, AIR CONDITIONING AIR COOLED CHILLER AIR COOLED CONDENSING UNIT ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERES AMERICAN NAT'L STANDARDS INSTITUTE AIR PRESSURE DROP ARCHITECT, ARCHITECTURAL AIR CONDITIONING & REFRIG INSTITUTE AMERICAN SOCIETY OF HEATING, REFRIGERATION & AC ENGINEERS AMERICAN SOCIETY OF MECHANICAL ENGRS AMERICAN SOCIETY OF TESTING & MATLS AUXILIARY AMERICAN WIRE GAUGE AMERICAN WATER WORKS ASSOC. B BD BFW BKR BLDG BOD BOP HOS BTU CONN CC CFH CFM CFS CIRC CKT CLG CMU CO COTG COL CPVC CU CW 'C BACKDRAFT DAMPER BOILER FEED WATER BREAKER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STRUCTURE BRITISH THERMAL UNIT C CONNECT, CONNECTION CONCRETE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CIRCULATING CIRCUIT CENTERLINE CEILING CONCRETE MASONRY UNIT CLEANOUT CLEANOUT TO GRADE COLUMN CHLORINATED POLYVINYL CHLORIDE COPPER COLD WATER DEGREES CELSIUS D DB DRY BULB dB DECIBEL DEG DEGREES DESIG DESIGNATION DDC DIRECT DIGITAL CONTROL(S) DIA (OR 0) DIAMETER DIM DIMENSION DISC DISCONNECT DN DOWN DS DOWN SPOUT DWG DRAWING DX DIRECT EXPANSION E EA EAT ECC EDB EA EACH ENTERING AIR TEMPERATURE ECCENTRIC ENTERING DRY BULB EXHAUST AIR ELEV ELEVATION ELEC ELECTRICAL ENCL ENCLOSURE EQP,EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB EWC ELECTRICAL WATER COOLER EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXIST EXISTING F FA FACP FCO FL FLA FLEX FPM FT 'F ARE ALARM ARE ALARM CONTROL PANEL FLOOR CLEANOUT FLOW LINE FULL LOAD AMPS FLEXIBLE FEET PER MINUTE FOOT, FEET DEGREES FAHRENHEIT G GRND GROUND GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEL GEC GROUND FAULT INTERRUPTER GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H H HEIGHT HD HEAD, HUB DRAIN HID HIGH INTENSITY DISCHARGE HOA HAND -OFF -AUTOMATIC HORIZ HORIZONTAL HP HORSEPOWER HSTAT HUMIDISTAT HTG HEATING HTR HEATER HVAC HEATING, VENTILATING & A/C HW HOT WATER HYD HYDRANT HZ HERTZ ID IE IN IN WC I INSIDE DIAMETER INVERT ELEVATION INCH, INCHES INCHES OF WATER COLUMN J -BOX JUNCTION BOX K INA KW KWH KILOVOLT -AMPS KILOWATTS KILOWATT-HOUR L LENGTH LAT LBS, LDB LF LP LRA LTG LWB LWT LENGTH LEAVING AIR TEMPERATURE POUNDS LEAVING DRY BULB LINEAR FEET LOW PRESSURE LOCKED ROTOR AMPS LIGHTING LEAVING WET BULB LEAVING WATER TEMPERATURE M MAX MAXIMUM MBTU,MBH 1000 BTU PER HOUR MCA MINIMUM CIRCUIT AMPACITY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MOCP MAXIMUM OVER CURRENT PROTECTION MH MANHOLE, METAL HALIDE MIN MINIMUM MTD MOUNTED N/A NC NEC NEMA NFPA NIC N.O. NTS N NOT APPLICABLE NOISE CRITERIA, NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MFR'S ASSOC. NATIONAL FIRE PROTECTION ASSOC. NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE O OA OBD OD OH ORD OS&Y OSHA OF/CI OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIAMETER OVERHEAD OVERFLOW ROOD DRAIN OUTSIDE STEM AND YOKE OCCUPATIONAL SAFETY &HEALTH ADMIN. OWNER FURNISHED / CONTRACTOR INSTALLED P PD PH PIV PLBG PNL PSF PSI PSIA PSIG PRV PVC PRESSURE DROP PHASE POST INDICATOR VALVE PLUMBING PANEL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAUGE PRESSURE RELIEF VALVE POLYVINYL CHLORIDE Q QTY QUANTITY R RA RCP RD RE: RECIRC REINE REVD REV RH RHG RL RLA RM RPM RS RETURN AIR REFLECTED CEILING PLAN ROOF DRAIN REFERENCE, REFER RECIRCULATE REINFORCING, REINFORCED REQUIRED REVISION, REVISE RELATIVE HUMIDITY REFRIGERANT HOT GAS REFRIGERANT LIQUID RUNNING LOAD AMPS ROOM REVOLUTIONS PER MINUTE REFRIGERANT SUCTION S SA SUPPLY AIR SD SMOKE DAMPER, STORM DRAIN SECT SECTION SF SQUARE FEET SM SHEET METAL SMACNA SHEET METAL & A/C CONT. NAT'L ASSOC. SP STATIC PRESSURE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL, SANITARY SEWER ST SOUND TRAP, STEAM TRAP STD STANDARD SURF SURFACE SUSP SUSPEND, SUSPENDED T THRU THROUGH TP TOTAL PRESSURE TSP TOTAL STATIC PRESSURE TSTAT THERMOSTAT TYP TYPICAL U U/F UNDER FLOOR U/G UNDERGROUND U/S UNSLAB UL UNDEDER WSO RS LABORATORIES, INC. UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTABLE POWER SUPPLY V V VA VAC VAV VD VERT VTR W W/ W/0 Wb WC WPD WT XFRMR VOLT VOLT-AMPERE VACUUM VARIABLE AIR VOLUME VOLUME DAMPER VERTICAL VENT THROUGH ROOF W WATT, WIDTH WITH WITHOUT WET BULB WATER COLUMN WATER PRESSURE DROP WATERTIGHT, WEIGHT X TRANSFORMER HVAC SYMBOLS DUCTWORK f SUPPLY AIR DIFFUSER - ARROWS INDICATE PATTERN. NO PATTERN SHOWN EQUALS 4 -WAY. RETURN AIR GRILLE EXHAUST GRILLE C 12 0 a ROUND DUCTWORK. DIAMETER IN INCHES. Jr 20/12 iL jr Lk CIt} LCON V UP t DNlir RECTANGULAR DUCTWORK. SIZE IN INCHES, FIRST NUMBER IS SIDE SHOWN. SUPPLY OR OUTSIDE AIR DUCT RETURN AIR DUCT. REUEF OR EXHAUST AIR DUCT. DIFFUSER/GRILLE LABEL: TYPE/DESIGNATION AIRFLOW (CFM) 90 DEGREE DUCTWORK ELBOW. RADIUS DUCTWORK ELBOW - ROUND OR RECTANGULAR. RECTANGULAR DUCTWORK BRANCH TAKE -OFF WITH 45 DEGREE BRANCH INLET. HIGH EFRCENY TAP WITH DAMPER AND FLEX DUCT (AT DIFFUSER CONNECTION). ROUND DUCT BRANCH TAKE -OFF FROM RECTANGULAR MAIN WITH CONICAL TAP. DUCTWORK SIZE TRANSITION. SUPPLY OR OUTSIDE AIR DUCT UP SUPPLY OR OUTSIDE AIR DUCT DOWN RETURN AIR DUCT UP RETURN AIR DUCT DOWN REUEF OR EXHAUST AIR DUCT UP REUEF OR EXHAUST AIR DUCT DOWN IN-LINE 90 DEGREE DROP (RISE) IN DUCT INCUNED RISE IN DUCT INCLINED DROP IN DUCT TURNING VANES MOTORIZED DAMPER THERMOSTAT MECHANICAL PIPING DESIGNATIONS R CD REFRIGERANT UNE SET (SUCTION/LIQUID) CONDENSATE DRAIN - PVC (COLD) GENERAL NOTES 1) NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN CONTRACT DOCUMENTS AND CODES, ORDINANCES, LOCAL AMENDMENTS, ETC, 2) NOTIFY ENGINEER OF CONFLICTS BETWEEN REQUIREMENTS OF THESE NOTES, DWGS, SPECS, AND FIELD CONDITIONS, 1. ALL WORK MUST COMPLY WITH THE 2009 INTERNATIONAL MECHANICAL CODE, LOCAL CODES AND ORDINANCES. WORK MUST NOT BE CONCEALED UNTIL INSPECTIONS AND TESTING ARE COMPLETED AND ACCEPTED, 2. PRIOR TO BID, CONTRACTOR MUST BECOME THOROUGHLY FAMILIAR WITH THE REQUIREMENTS OF THE GENERAL NOTES, KEYED NOTES, ETC, SHOWN ON THE CONTRACT DOCUMENTS, AS WELL AS REQUIRED COORDINATION ISSUES WITH OTHER DISCIPLINES, THE CONTRACTOR SHALL VISIT THE SITE TO ESTABLISH THE EXISTING CONDITIONS PRIOR TO BID AND PRIOR TO ANY DUCT, PIPE OR EQUIPMENT FABRICATION, 3. SYSTEMS MUST BE FABRICATED/ERECTED USING CONTRACTOR'S FIELD MEASUREMENTS FOR COORDINATION WITH EQUIPMENT, STRUCTURE, FIRE PROTECTION AND ELECTRICAL CONDITIONS IN THE SPACE, 4, ALL CONTRACT DOCUMENTS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENTS OR GEOMETRICAL RELATIONSHIPS OF EQUIPMENT AND SERVICES, THEY ARE NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, SEQUENCE, DEVICE, OPTION, FITTING, OR COMPONENT. DRAWINGS ARE NOT TO BE SCALED, 5, INFORMATION AND COMPONENTS SHOWN ON DIAGRAMS OR DETAILS, BUT NOT SHOWN ON PLANS, AND VICE VERSA, MUST BE PROVIDED AS IF EXPRESSLY REQUIRED BY BOTH. 6, EXCEPT WHERE INDICATED, THE NOTATION OR DESCRIPTION OF ANY ITEM IN THE CONTRACT DOCUMENTS CARRIES WITH IT THE INSTRUCTION TO FURNISH AND INSTALL THE ITEM, WHETHER OR NOT THIS INSTRUCTION IS EXPLICITLY STATED. 7. ALL SYSTEMS INSTALLATION MUST MAINTAIN INTEGRITY OF WALLS, PARTITIONS AND FLOORS DESIGNATED AS EITHER FIRE RATED OR 'SMOKE TIGHT', SEAL AROUND ALL PENETRATIONS THROUGH RATED OR SMOKE TIGHT ASSEMBLIES TO MEET APPLICABLE STANDARD OR CODE, COORDINATE W/ARCHITECTURAL PLANS AND GENERAL CONTRACTOR. 8, THE CONTRACT DOCUMENTS REFLECT A SYSTEM DESIGNED AROUND SPECIFIC REFERENCE PRODUCTS, THE SELECTION OF WHICH HAS IMPACTED THE DESIGNS OF OTHER TRADES. IF ALTERNATE MANUFACTURERS, FUEL SOURCES, SIZES, MODEL NUMBERS, ETC, ARE SUBMITTED OR BID, IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE ALL DIFFERENCES AND IMPACTS WITH ALL TRADES PRIOR TO BID, INCLUDING COSTS ASSOCIATED WITH REQUIRED CHANGES TO OTHER TRADES, NO EXTRAS WILL BE ALLOWED FOR CHANGES REQUIRED TO OTHER TRADES IF ALTERNATE EQUIPMENT IS BID OR INSTALLED AT THE CONTRACTOR'S OPTION. 9. COORDINATE PLACEMENT OF ALL MECHANICAL RELATED EQUIPMENT AND DEVICES WITH OTHER TRADES, DO NOT POSITION OR INSTALL ANY MECHANICAL EQUIP. OR DEVICES IN ANY SYSTEM IN SUCH A WAY THAT IT WILL BE INACCESSIBLE OR UNSERVICEABLE AFTER CONSTRUCTION IS COMPLETED. PROVIDE DUCT ACCESS DOORS AT FIRE DAMPERS, ETC. 10, NO OTHER TRADES ARE ALLOWED TO BE SUPPORTED FROM MATERIALS, EQUIPMENT OR DEVICES INSTALLED BY THE MECHANICAL TRADES, LIKEWISE, ALL WORK INSTALLED BY THE MECHANICAL TRADES MUST BE SUPPORTED FROM THE STRUCTURE ABOVE, FROM WALLS, OR FROM THE FLOOR UNLESS OTHERWISE INDICATED, 11, HOUSEKEEPING PADS' EXCEPT WHERE STRUCTURAL EQUIPMENT SUPPORT PADS ARE CALLED FOR ON THE PLANS, PROVIDE CONCRETE HOUSEKEEPING PADS FOR ALL GROUND AND/OR FLOOR MOUNTED EQUIPMENT, UNLESS OTHERWISE INDICATED, PADS MUST BE A MINIMUM OF 4 INCHES THICK WITH CHAMFERED EDGES. WHERE PADS ARE INSTALLED ON CONCRETE FLOORS, DOWEL RODS PENETRATING INTO BOTH THE PAD AND THE SUPPORTING FLOOR (MINIMUM OF FOUR RODS PER PAD LOCATED NEAR FOUR CORNERS) MUST BE USED TO ANCHOR PADS IN POSITION. CONCRETE SHALL BE 3000 PSI WITH 4X4 WELDED WIRE FABRIC UNLESS OTHERWISE NOTED. 12, REPLACE OR REPAIR ALL ARCHITECTURAL FEATURES REMOVED OR DAMAGED DURING THE COURSE OF THE WORK, REPAIR OR REPLACEMENT MUST, AS A MINIMUM, EQUAL ORIGINAL CONDITION, SPECIAL CARE MUST BE TAKEN ON THE ROOFS TO PREVENT DAMAGE, ANY DAMAGE MUST BE PROMPTLY REPAIRED AT NO EXPENSE TO THE OWNER, COMPLY WITH BONDING REQUIREMENTS OF THE ROOFING MANUFACTURER. 13. ALL WIRING INSTALLED FOR CONTROLS, POWER, INTERLOCKS, ETC. WHICH ARE TO BE INSTALLED IN OCCUPIED SPACES OR IN RETURN AIR PLENUMS MUST BE PLENUM RATED OR INSTALLED IN CONDUIT UNLESS OTHERWISE INDICATED. ALL SUCH INSTALLATIONS MUST MEET NFPA AND NEC REQUIREMENTS, AND LOCAL CODES, 14. SEAL ALL ROOF AND WALL PENETRATIONS. FLASH AND COUNTER -FLASH ALL ROOF PENETRATIONS. MINIMUM ACCEPTABLE HEIGHT OF FLASHING IS EIGHT (8) INCHES ABOVE ROOF. 15. ALL MECHANICAL WORK MUST BE INSTALLED HIGH AS POSSIBLE SO AS TO MAINTAIN THE MAXIMUM POSSIBLE CLEARANCE ABOVE FINISHED FLOOR. 16, CEILING MOUNTED SPRINKLER, LIGHTING, AND ELECTRICAL REQUIREMENTS TAKE PRECEDENCE OVER CEILING MOUNTED MECHANICAL REQUIREMENTS. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING GRID AND LIGHTING LAYOUT FOR COORDINATION OF FINAL AIR DEVICE LOCATIONS. 17. FABRICATION AND INSTALLATION OF HVAC WORK IS TO COMPLY WITH SMACNA AND ALL APPLICABLE CODES. 18. DUCT SIZES SHOWN ON PLANS INDICATE MINIMUM REQUIRED CLEAR INSIDE DIMENSIONS. ADJUST DUCT SIZES FOR LINER THICKNESS WHERE APPLICABLE OR WHERE SHOWN, 19. PROVIDE FLEXIBLE CONNECTIONS ON DUCT INLET AND OUTLET CONNECTIONS TO ALL ROOF TOP UNITS, AIR HANDLER UNITS, FAN COIL UNITS, EXHAUST FANS, ETC, WHERE EQUIPMENT HAS ROTATING PARTS OR MOTORS. 20, PROVIDE DUCT TRANSITIONS AS REQUIRED AT EQUIPMENT AND DEVICE CONNECTIONS WHERE DUCT SIZES INDICATED DIFFER FROM THE DUCT CONNECTION SIZE OR DUCT COLLAR. 21. PROVIDE TURNING VANES AT ALL 90 DEGREE ELBOWS INSTALLED TANGENT TO THE AIR STREAM. WHERE DUCT DIMENSIONS REQUIRE TURNING VANES TO BE 24 INCHES BR GREATER IN LENGTH, THE TURNING VANES MUST BE OF THE AIRFLIL TYPE. 22, MAINTAIN MINIMUM CLEAR DISTANCE OF 10'-0' BETWEEN PARAPET WALL AND ALL ROOF MOUNTED MECHANICAL EQUIPMENT (FANS, RTU'S, CONDENSERS, ETD, FLUES FROM GAS BURNING EQUIPMENT, OFFSET DUCTS AND FLUES BELOW ROOF AS REQUIRED TO ACCOMPLISH THESE CLEARANCES. 23, MAINTAIN A MINIMUM OF 10'-0' BETWEEN ALL FRESH AIR INTAKES AND PLUMBING VENTS, EXHAUST FAN DISCHARGE, FLUES, ETC. COORDINATE WITH ALL OTHER CONTRACTORS ON SITE, 24, ALL DUCTS MUST BE MOUNTED AS HIGH AS POSSIBLE EXCEPT AS REQUIRED TO AVOID CONFLICTS WITH INTERSECTING DUCTS, DIAGONALLY OFFSET ALL DUCTS IMMEDIATELY BEFORE AND AFTER PASSING UNDER INTERSECTING DUCTS OR LARGE STRUCTURAL MEMBERS TO MAINTAIN MAXIMUM HEIGHT ABOVE FINISHED FLOOR (AFF). ALL OFFSETS SHALL BE MADE WITH 45 DEGREE FITTINGS IN LIEU OF 90 DEGREE FITTINGS. 25. COORDINATE FINAL PLACEMENT OF ALL THERMOSTATS WITH WALL MOUNTED DEVICES AND OWNER'S REPRESENTATIVE, MOUNT THERMOSTATS AT 54' AFF, ANY THERMOSTAT THAT IS REQUIRED TO BE MOUNTED ON AN EXTERIOR WALL MUST BE MOUNTED ON AN INSULATED PAD, 26. PROVIDE ACCESS DOORS AT ALL MECHANICAL EQUIPMENT WHERE NOT DIRECTLY ACCESSIBLE THROUGH AIR DEVICES BR REMOVABLE CEILING GRID. MINIMUM SIZE WILL BE 18' X 18' UNLESS OTHERWISE NOTED. COORDINATE WITH G.D. 27. CONTRACTOR MUST VERIFY UTILITIES LOCATIONS AND INVERTS WITH SITE ENGINEER (OR FIELD INVESTIGATION IF SITE ENGINEER NOT APPLICABLE) AND G.C. PRIOR TO PLACEMENT OF SERVICES. ALL SYSTEMS MUST BE INSTALLED AS PER SPECIFICATIONS AND GOVERNING CODES, 28, WHEN PIPING FIVE (5) INCH DIAMETER AND OVER IS SUPPORTED FROM BAR JOISTS, EACH HANGER IS TO BE SUPPORTED BY AT LEAST TWO JOISTS BY MEANS OF SUPPLEMENTAL STEEL TO SPAN BETWEEN ADJACENT JOISTS, PIPING SIX (6) INCH DIAMETER AND OVER MUST ADDITIONALLY BE SUPPORTED FROM TOP CHORD OF STRUCTURE. 29, ALL PIPE DROPS FROM ABOVE TO BELOW FLOOR MUST BE MADE IN FURR-OUTS AT COLUMNS, IN WEB OF BEAMS AT COLUMNS, OR IN WALLS UNLESS SHOWN OTHERWISE. 30, ROUTE ALL RELIEF PIPING AND VENTS TO OUTSIDE OF BUILDING OR AS INDICATED, DISCHARGE IN VISIBLE LOCATIONS. 31, GRAVITY DRAINAGE SYSTEMS HAVE PRIORITY OVER OTHER SYSTEMS WITH REGARD TO ROUTING. CEILING MOUNTED SPRINKLER, LIGHTING, AND ELECTRICAL REQUIREMENTS TAKE PRECEDENCE OVER CEILING MOUNTED MECHANICAL REQUIREMENTS. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING GRID AND LIGHTING LAYOUT FOR COORDINATION OF FINAL AIR DEVICE LOCATIONS. HVAC SYSTEMS SEQUENCE OF OPERATIONS 1. RTU1 RTU2 : OPERATE UTILIZING 7 -DAY PROGRAMMABLE THERMOSTAT. UNIT HAS DUAL ENTHALPY ECONOMIZER CONTROLS. MECHANICAL CONTRACTOR TO PROGRAM THERMOSTAT BASED ON OWNER'S REQUESTED TIME OF DAY SCHEDULING. 2. DS1 DSCU1 DS2 DSCU2 : OPERATE UTILIZING DIGITAL THERMOSTAT. SET THERMOSTAT TO 70T (ADJUSTABLE). 3. TOILET EXHAUST FANS: SHALL BE INTERLOCKED WITH TOILET LIGHTS. 4. GAS UNIT HEATERS GUHX : GAS UNIT HEATERS SHALL OPERATE VIA UNIT-MOUNTEDTHERMOSTAT. SET THERMOSTAT TO 65F (ADJUSTABLE). 5. STRATIFICATION FANS: SHALL OPERATE VIA WALL CONTROLLER. 6. LOAD/UNLOAD FANS: SHALL OPERATE VIA WALL CONTROLLER. Digitally signed by James Primm, PE DN: C=US, James PrIC711Y1 PE E=james.primm@aecllc.us, OU="", 0="", CN="James Primm, PE" Date: 2015.07.09 15:32:24-05'00' /*/ GGYJod <toned rOottfr /4 f f� Zov? S$e -LW e„, .Z��G, ,04./ aec, aci kie,An l��rs year/Ca-6°75. Consultant ❑ Bidding/Pricing Package ❑ Construction Issue PQp •� REGIS••. 4-13 * : 35002 * 7/3/2015 0 c 0 ) 0 0 z REVISIONS „ W cn 0 Q z O Z z Q O 000u w0Q Z 8 Z z w 0 O Z 11J 'wn ce co X i= a L I m 1- 3 Q J Q W 3 = LL_ 6 ARCHITECTURE JAMES PRIMM, PE, LEED AP BD+C, HFDP & PLANNING 3208 Seminole Trail - Sherwood, AR 72120 SBBL Architecture + Planning 501.837.1741 Phone 501.379.9712 Fax 15 E. Pennington Street Tucson, Arizona 85701 PROJECT NUMBER: 1104.14.002 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.b¢ Proj. # 14033 Sheet X OF X M 1.0 . Fed O LVR7 O LVRB .VA ft GUH5 GUH6IL Digitally signed by James Primm, PE DN: C=US, E=fames primm@aecllc.us, James Primm, PE ou= , o=°°, CN=°James Primm, PE" Date: 2015.07.09 15:32:59 ,Q5:OG1 o . •.. 0OREc/ . •pS.P.RF; O c . . Ap -o * : 35002 : * EF7 O HVAC PLAN U SCALE. 1/8•4•0• KEYED NOTES EF9O DSCU1 DSCU2 CU1 O TOX ALERT MONITORING STATION/CONTROLL PANEL. O INTERLOCK LOUVERS LVR1 THRU LVR5 WITH THE EF6, EF7, EF8, AND TOX-ALERT MONITORING SYSTEM. TOX-ALERT MONITORING SYSTEM WILL ENERGIZE LOUVERS AND LISTED EXHAUST FANS TO PROVIDE VENTILATION IN THE EVENT OF HIGH LEVELS OF CARBON MONOXIDE OR NITROGEN DIOXIDE. THE LOUVERS AND EXHAUST FANS WILL BE TIED THRU A TIMER TO ALLOW THE LOUVERS TO ENERGIZE AND 10-15 SECONDS LATER, THE EXHAUST FANS WILL ENERGIZE. 0 TOX-ALERT SENSOR. COORDINATE FINAL LOCATION AND QUANTITIES WITH LOCAL TOX-ALERT MANUFACTURER'S REPRESENTATIVE. CAULK AND SEAL DUCT WALL PENETRATION. Consultant JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue • 7/3/2015 No. Date Info. / i\ 07/08/2015 MECHANICAL CHANGES/OWNER REQUESTED CHANGE REVISIONS ARCHITECTURE & PLANNING FED EX GROUND GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz HVAC PLAN Proj. # 14033 Sheet X OF X M2.0 STRATIFICATION FAN ID REFERENCE PRODUCT LOCATION ELECTRICAL CONTROL INTERLOCKS REMARKS VOLTS / PHASE AMPERAGE MOTOR SIZE (MHP) SWITCH OTHER AS NOTED SF1,SF2 BIG ASS FANS PFX2.0-18FT DISTRIBUTION WAREHOUSE 480 / 30 2.5A MCA/10A MOCP 1.5 YES --- COORDINATE FAN HANGING WITH STRUCTURE. PROVIDE WALL KEYPAD. FURNACE ID REFERENCE PRODUCT ENERGY INPUT HEATING CAPACITY AIR FLOW RATE EXT. STAT. PRESSURE AIR TEMP. EDB FILTER FUEL FAN MOTOR DATA ELECTRICAL DATA REMARKS : MBH MBH CFM IN. H2O 'F MHP RPM DRIVE VOLTS PHASE F1 TRANE, TUH1D1209H5 110 104.5 2,000 0.5 70 1" NAT GAS 1 1100 DIRECT 120/1 INSTALL IN HORIZONTAL POSITION ABOVE CEILING W/AUX DRAIN PAN, PROVIDE PROGRAMMABLE THERMOSTAT W/SCHEDULING, CONCENTRIC VENT KIT, & PROPANE CONVERSION KIT. F2 TRANE, TUH1B060936 60 57 875 0.5 70 1" NAT GAS 1 1100 DIRECT 120/1 INSTALL IN HORIZONTAL POSITION ABOVE CEILING W/AUX DRAIN PAN, PROVIDE PROGRAMMABLE THERMOSTAT W/SCHEDULING, CONCENTRIC VENT KIT, & PROPANE CONVERSION KIT. AIR COOLED CONDENSING UNITS AND DX COILS D REFERENCE PRODUCT EVAPORATOR MODEL CONDENSING UNIT MODEL COOL. CAP. (MBH) EVAPORATOR DATA CONDENSING UNIT DATA REMARKS: TOTAL SENSIBLE CFM EDB/EWB P.D. (IN. H2O) RIA FAN F.L.A. MCA MOCP VOLTS 0 CU1 TRANE 4TXCDO61BC3CH 4TTA3060D4 53.2 43.9 2,000 76.6/61.9 0.25 7.8 0.6 10 15 460 3 PROVIDE HAIL GUARD, SCHRADER SERVICE VALVES,. CU2 TRANE 4TXCB036BC3CH 4TTA3030A4 26 22.3 875 77.7/62.1 0.25 3.7 0.4 5 15 460 3 PROVIDE HAIL GUARD, SCHRADER SERVICE VALVES,. ROOF LOUVER SCHEDULE -SHOP DESIGNATION REFERENCE PRODUCT TYPE SERVES MAXIMUM AIRFLOW (CFM) PRESSURE DROP (IN. WATER) MINIMUM FREE AREA (SQ FT.) SIZE WxHxD (INCHES) REMARKS LVR1 LVRS RUSKIN ELC6375D DRAINABLE BLADE TOX-ALERT SYSTEM 8890 0.13 9.33 42x72x6 COMBINATION LOUVER/DAMPER, WALL SLEEVE, 120V MOTOR OPERATOR, BIRDSCREEN, ALL ALUMINUM CONSTRUCTION, FRAME AND COLOR SELECTED BY ARCHITECT. INTERLOCK WITH EVAPORATIVE COOLERS IN DISTRIBUTION AREA. NOTES: 1. ACCEPTABLE MANUFACTURERS: RUSKIN, GREENHECK, AMERICAN WARMING. 2. MILL FINISH. EXHAUST FANS DESIGNATION REFERENCE PRODUCT LOCATION SERVES FAN DATA ELECTRICAL OPTIONS CONTROL INTERLOCKS REMARKS AIR FLOW (CFM) TOTAL STATIC PRESSURE (IN. WATER) DRIVE ROTATION (RPM) SONES VOLTS / PHASE MOTOR SIZE (MHP) DAMPER TYPE ROOF CURB DISC. SWITCH OTHER AS NOTED SWITCH OTHER AS NOTED EF1 COOK GC -182 WOMEN'S TOILET CEILING WOMEN'S TOILET 210 0.2 DIRECT 1345 6.3 115 / 1 137W GRAVITY YES YES 0.12 NO INTERLOCK W/ LIGHTS PROVIDE WITH DISCONNECT, FAN SPEED CONTROLLER BACKDRAFT DAMPER, AND COOK 12PR GRAVITY RELIEF. EF2 COOK GC -162 MEN'S TOILET CEILING MEN'S TOILET 140 0.2 DIRECT 1159 3.3 115 / 1 78W GRAVITY NO YES N NO INTERLOCK W/ LIGHTS PROVIDE WITH DISCONNECT, FAN SPEED CONTROLLER BACKDRAFT DAMPER, AND COOK 12PR GRAVITY RELIEF. EF3, EF4, EFS GREENHECK DF18 LOAD/UNLOAD DOORS LOAD/UNLOAD DOORS 3800 0.2 BELT 1150 22 115 / 1 Y HP GRAVITY NO YES STARTER NO SEE DETAIL 4/D-5 FOR SPECIFICS. EF6, EF7, EF8, EF9 COOK 36XLPH PURGE FANS TOXALERT SYSTEM 17,785 0.25 BELT 885 37 208/3 5 HP GRAVITY NO YES STARTER NO INTERLOCK W/ LOUVERS PROVIDE DISCONNECT, WALL SLEEVE, OSHA GUARD. 1. ACCEPTABLE MANUFACTURERS: COOK, ACME, GREENHECK. UNIT HEATERS (FUEL FIRED) DESIGNATION REFERENCE PRODUCT TYPE ENERGY INPUT ENERGY OUTPUT AIR FLOW RATE FAN MOTOR DATA FUEL FINISH REMARKS : MBH MBH CFM MHP WATTS VOLT/0 GUH1 - GUH10 REZNOR, MODEL B-100 FORCED AIR 100 80 1645 1/3 430 NATURAL GAS STANDARD PROVIDE LOW VOLTAGE THERMOSTAT, SUMMER FAN OPTION, WALL BRACKET, 6 INCH OVAL TYPE B RUE & ROOF THIMBLE, FACTORY DISCONNECT, AND PROPANE CONVERSION KIT. NOTES: 1. ACCEPTABLE MANUFACTURERS: TRANE, INTERNATIONAL, OR REZNOR. 2. PROVIDE WITH UNIT -MOUNTED THERMOSTAT, CONTACTOR, AND ALL NECESSARY MOUNTING HARDWARE. CONCENTRIC VENT KIT ROOF THREADED ROD, IYP. SECURE TO STRUCTURE & SIZE PER 111 MFGR'S RECOMMENDATIONS (1 VIBRATION ISOLATOR, TYP. 4 RA DAMPER FILTER AUXILIARY PAN WITH MOISTURE SWITCH LINED SUPPLY AIR FLEX CONNECTION 3/4" TRAPPED CONDENSATE DRAIN PIPING TYPE "ACR" COPPER REFRIGERANT PIPING TO CONDENSING UNIT. SIZE PIPING PER MFG'S RECOMMENDATIONS 1 FURNACE INSTALLATION DETAIL SCALE NTS NEOPRENE GASKET VOLUME DAMPER W/LOCKING QUADRANT PROVIDE STAND-OFF DAMPER BRACKET ON EXT. INSULATED DUCTS SEE PLANS FOR DIFFUSER RUNOUT DUCT SIZES SEE SPECS AND NOTES FOR INSULATION REQUIREMENTS HIGH EFFICIENCY 45 DEG TAKEOFF W/DAMPER 5 DIFFUSER TAKE -OFF FITTING DETAIL SCALE NTS SIDE OF MAIN DUCT DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNITS MARK SERVES MANUFACTURER MODEL NUMBERS AIRFLOW DATA COOLING DATA K INDOOR UNIT OUTDOOR UNIT CFM OSA VENT. NOM. TONS TOTAL MBH D v VOLT/0 VOLT/4 MCA MOCP RA DAMPER FILTER AUXILIARY PAN WITH MOISTURE SWITCH LINED SUPPLY AIR FLEX CONNECTION 3/4" TRAPPED CONDENSATE DRAIN PIPING TYPE "ACR" COPPER REFRIGERANT PIPING TO CONDENSING UNIT. SIZE PIPING PER MFG'S RECOMMENDATIONS 1 FURNACE INSTALLATION DETAIL SCALE NTS NEOPRENE GASKET VOLUME DAMPER W/LOCKING QUADRANT PROVIDE STAND-OFF DAMPER BRACKET ON EXT. INSULATED DUCTS SEE PLANS FOR DIFFUSER RUNOUT DUCT SIZES SEE SPECS AND NOTES FOR INSULATION REQUIREMENTS HIGH EFFICIENCY 45 DEG TAKEOFF W/DAMPER 5 DIFFUSER TAKE -OFF FITTING DETAIL SCALE NTS SIDE OF MAIN DUCT DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNITS MARK SERVES MANUFACTURER MODEL NUMBERS AIRFLOW DATA COOLING DATA ELECTRICAL DATA INDOOR UNIT OUTDOOR UNIT CFM OSA VENT. NOM. TONS TOTAL MBH INDOOR UNIT OUTDOOR UNIT VOLT/0 VOLT/4 MCA MOCP SEER DS1/CU1, DS2/CU2 COMPUTER ROOM MITSUBISHI MSY GA24NA MUY GA24NA 431 Y 2 22 S1-S2: 208/230 S2 -S3: DC12-24V 208/230 10 17 16 17.5 NOTES: 1. ACCEPTABLE MANUFACTURERS: MITSUBISHI, LENNOX, LG, SANYO, OR APPROVED EQUAL. 2. DISCONNECT SWITCHES BY DIV. 16. (FIELD COORDINATE SIZE WITH DIV 16.) 3. PROVIDE UNIT WITH FULLY PROGRAMMABLE DIGITAL THERMOSTAT. MOUNT AT 54" A.F.F. 4. PROVIDE EACH UNIT WITH COMPRESSOR SHORT CYCLE PROTECTOR, HIGH & LOW PRESSURE CUTOFF SWITCHES, LOW AMBIENT CONTROL, TXV. 5. PROVIDE EACH UNIT WITH 5 YEAR WARRANTY ON COMPRESSORS. 6. FURNISH OWNER WITH 2 SETS OF EXTRA FILTERS. (INSTALL ONE SET AT END OF PROJECT). 7. FIELD ROUTE REFRIGERANT LINES SIZED PER MANUFACTURER'S RECOMMENDATIONS. 8. PROVIDE CONDENSATE PUMP. FIELD ROUTE INSULATED CONDENSATE DRAIN. CLOSE OPENINGS AT CORNERS td MECHANICAL EQUIPMENT DRAIN PAN ALL PIPING MIN. SIZE SAME AS DRAIN PAN CONNECTION. OPEN VENT DEPTH OF TRAP SHALL BE 1.5 TIMES PRESSURE IN DRAIN PAN. DTO FLOOR DRAIN, OR AS INDICATED ON PLANS. 2 CONDENSATE DRAIN TRAP SCALE EQUAL TO 1/4 WIDTH (4" MINIMUM) VOLUME DAMPER W/LOCKING QUADRANT PROVIDE STAND-OFF DAMPER BRACKET ON EXT. INSULATED DUCTS SEE PLANS FOR TAKE -OFF SIZES NOTE: RETURN AND EXHAUST SIMILAR WITH AIRFLOWS REVERSED. 6 BRANCH DUCT WITH DAMPER DETAIL SCALE NTS ALTERNATE POSITION FOR BOLT SHEETMETAL ELBOW NOTE 3 NOTE 2 CEILING 0 AIR FLOW TYPICAL ELBOW INSTALLATION AIR DEVICES SCHEDULE DESIGNATION MANUFACTURE/ MODEL NO. MAX CFM USE TYPE STYLE NECK FACE SIZE MAX. APD INCHES MAX N.C. MATERIAL FINISH OBD YES/NO REMARKS TITSA TDCUAA 90 SUPPLY LAY -IN LOUVERED 6"6x6 R 12/12 0.12 28 ALUM. WHITE Y B TITS TDCUAA 200 SUPPLY LAY -IN LOUVERED 8"9x9 R 24/24 0.12 28 ALUM. WHITE Y C TITUS TDC-M 350 SUPPLY LAY -IN LOUVERED 10"0 OR 12x12 24/24 0.13 30 ALUM. WHITE N D TITUS TDC-M 560 SUPPLY LAY -IN LOUVERED 12"0 OR 15x15 24/24 0.15 30 ALUM. WHITE N TIT50US F 100 RETURN1 EXHAUST EGGCRATE 66x6 OR 12/12 0.12 30 ALUM. WHITE N 1/2x1/2x1/2 ALUMINUM CORE 2 TITUS 50 F 270 RETURN EXHAUST LAY -IN EGGCRATE 1OR 10x10 24/24 0.12 30 ALUM. WHITE N 12x1 2x1 2 ALUMINUM CORE / / / 3 TITUS F00 RETURN EXHAUST LAY -IN EGGCRATE 12 4 OR 14x14 24/24 0.12 30 ALUM. WHITE N 1/2x1/2x1/2 ALUMINUM CORE NOTES: 1. ACCEPTABLE MANUFACTURERS: TITUS, METALAIRE, PRICE 2. GRILLES NECK SIZE SHALL BE SAME AS BRANCH DUCT SHOWN ON DRAWINGS UNLESS INDICATED OTHERWISE. PROVIDE ADAPTERS WHERE REQUIRED. 3. PROVIDE OPPOSED BLADE DAMPERS AT ALL BRANCH TAKE -OFFS EVEN IF OBD'S ARE INDICATED FOR AIR DEVICES. 4. ALL LOUVERED SA CEILING GRILLES SHALL BE FACTORY INSULATED. FIELD BLANKET INSULATION INSTALLATION UNACCEPTABLE. 2" WIDE SHEET METAL STRAP MIN. RADIUS EQUALS D NOTES: 1) INSULATED FLEXIBLE DUCT. MAXIMUM FLEX DUCT LENGTH IS 4 FEET. 2) INSTALL FACTORY FABRICATED, MOLDED INSULATION BLANKET. 3) ELIMINATE SQUARE TO ROUND ADAPTER IF DEVICE HAS ROUND NECK. TRANSITION AS REQUIRED. 4) EXTERNALLY INSULATE ALL ROUND DUCTS. SEE NOTES AND SPECIFICATIONS. 3 CEILING SUPPLY AIR DEVICE DETAIL SCALE NTS 1' FLANGE & HEM BOLT ON 4' CENTERS l'xt' IRON BAND FLEXIBLE MATERIAL AS SPECIFIED FLANGED CONNECTION ON FAN SIDE. WASHER SHEET METAL AS SPECIFIED FOR DUCTWOR /rat POCKET SLIP rDUCT ) I-19' MIN. TO 3' MAX. INSTALLED, 6' NOMINAL WITH MATERIAL TAUT. SHEET METAL AS SPECIFIED FOR DUCTWORK 7 RECTANGULAR FLEXIBLE CONNECTION SCALE CLAMP "MORA -CUSHION" -REFRIGERANT PIPE SUPPORT STRUT CONCRETE INSERT CONCRETE SLAB OR BRICK/BLOCK WALL A 4 REFRIGERANT PIPE SUPPORT SCALE NTS '' FLANGE iji'x' BOLT ON 4' CENTERS IRON BAND DRAWBAND SHEET METAL SCREWS ON 12' CENTERS RIVET ON 4' CENTERS D' I 1I D' L10' MIN. TO 3' MAX, INSTALLED 6' NOMINAL WITH MATERIAL TAUT. FLANGED CONNECTION ON FAN SIDE 8 ROUND FLEXIBLE CONNECTION SCALE Consultant Digitally signed by James Primm, PE DN: C=US, PE E=james.primm@aeclla us, James Primm, OU=',0="", CN="James Primm, PE" Date: 2015.07.09 15:33:44-0500' JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue to REG/ Tc : 35002 : * V) CD i U 0 LU CU CU LLJ 0 C2 0 CU CD U ` AONAL 6\G\ 7/3/2015 a) 0 0 0 o C 0 0 z REVISIONS ARCHITECTURE & PLANNING a D r - O 00 F - w Q Cr) 11-1 U- GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 1: 520.620.0535 e: sbbl@sbbl.biz UJ -J < IO w > w ID _ = I0 Uz (/) Q Proj. # 14033 Sheet X OF X M3.0 1ALL ABBREVIATIONS 2) REFER TOABBREVIATIONS EIQUPMENT SHOWN SCHEDULESNOT FOREEQUPAPPLICABLE MENT DESIGNATIONS. PROJECT. IL ATIONS 3) REFER TO PIPING DESIGNATIONS AND TYPES FOR PIPE ABBREVIATIONS. PLUMBING GENERAL NOTES ABV AFF AFG AMP ANSI APD ARCH ARI ASTM AUX AWG AWW BLDG BOD BOP BOS BTU CONN CFH CFM CFS CIRC CKT Q CLG CMU CO COTG COL CPVC CU CW ABOVE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERES AMERICAN NAT'L STANDARDS INSTITUTE AIR PRESSURE DROP ARCHITECT, ARCHITECTURAL AIR CONDITIONING & REFRIG INSTITUTE AMERICAN SOCIETY OF TESTING & MATLS AUXILIARY AMERICAN WIRE GAUGE AMERICAN WATER WORKS ASSOC. B BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STRUCTURE BRITISH THERMAL UNIT C CONNECT, CONNECTION CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CIRCULATING CIRCUIT CENTERLINE CEILING CONCRETE MASONRY UNIT CLEANOUT CLEANOUT TO GRADE COLUMN CHLORINATED POLYVINYL CHLORIDE COPPER COLD WATER D DB DRY BULB dB DECIBEL DEG DEGREES DESIG DESIGNATION DIA (OR 0) DIAMETER DIM DIMENSION DISC DISCONNECT DN DOWN DX DIRECT EXPANSION E EA - -EACH. EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EA EXHAUST AIR ELEV ELEVATION ELEC ELECTRICAL EQP,EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EWC ELECTRICAL WATER COOLER EXH EXHAUST F FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FCO FLOOR CLEANOUT FLA FULL LOAD AMPS FLEX FLEXIBLE FPM FEET PER MINUTE FT FOOT, FEET 'F DEGREES FAHRENHEIT G GRND GROUND GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFI, GFIC GROUND FAULT INTERRUPTER GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HD HORIZ HP HTG HTR HVAC HW HYD HZ H HEIGHT HEAD, HUB DRAIN HORIZONTAL HORSEPOWER HEATING HEATER HEATING, VENTILATING & A/C HOT WATER HYDRANT HERTZ I ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH, INCHES IN WC INCHES OF WATER COLUMN J -BOX JUNCTION BOX K KW KILOWATTS KWH KILOWATT-HOUR L LENGTH LENGTH LAT LEAVING AIR TEMPERATURE LBS, # POUNDS LDB LEAVING DRY BULB LF LINEAR FEET LP LOW PRESSURE LRA LOCKED ROTOR AMPS LTG LIGHTING LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE _ M MAX MAXIMUM MBTU,MBH 1000 BTU PER HOUR MCA MINIMUM CIRCUIT AMPACITY MECH MECHANICAL MFR MANUFACTURER MOCP MAXIMUM OVER CURRENT PROTECTION MH MANHOLE, METAL HALIDE MIN MINIMUM MTD MOUNTED N/A NC NEC NEMA NFPA NTS OA OBD OD OH PD PH PLBG PNL PSF PSI PVC N NOT APPLICABLE NOISE CRITERIA, NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MFR'S ASSOC. NATIONAL FIRE PROTECTION ASSOC. NOT TO SCALE O OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIAMETER OVERHEAD P PRESSURE DROP PHASE PLUMBING PANEL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE Q QTY QUANTITY RA RCP RD RE: RECIRC REINF REQD REV RH RLA RPM R RETURN AIR REFLECTED CEILING PLAN, ROOF DRAIN REFERENCE, REFER RECIRCULATE REINFORCING, REINFORCED REQUIRED REVISION, REVISE RELATIVE HUMIDITY RUNNING LOAD AMPS REVOLUTIONS PER MINUTE S SA SUPPLY AIR SD SMOKE DAMPER, STORM DRAIN SECT SECTION SF SQUARE FEET, SQUARE FOOT SM SHEET METAL SMACNA SHEET METAL & A/C CONT. NAT'L ASSOC. SP STATIC PRESSURE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL, SANITARY SEWER STD STANDARD THRU TP TSP TSTAT TYP U/G U/S UL V VA VAC VERT VTR W W W/0 WB WC WPD WT T THROUGH TOTAL PRESSURE TOTAL STATIC PRESSURE THERMOSTAT TYPICAL U UNDERGROUND UNDER SLAB UNDERWRITERS LABORATORIES, INC. V VOLT VOLT-AMPERE VACUUM VERTICAL VENT THROUGH ROOF W WATT, WIDTH WITH WITHOUT WET BULB WATER COLUMN WATER PRESSURE DROP WATERTIGHT, WEIGHT XFRMR TRANSFORMER PLUMBING SYMBOLS ID ELBOW DOWN —0 DR -F0 RISER UP -0-4-OR --i-EF 3F PRESSURE ZONE BACKFLOW ASSEMBLY CC � (RZBP) PIPE DOWN TEE (TOP,SIDE,BOTTOM) UNION CONNECTION CHECK VALVE ISOLATION VALVE (VERTICAL INSTALLATION) BALL ISOLATION VALVE 0 NATURAL GAS REGULATOR O DOMESTIC WATER METER HOSE BIBB 015 NEW PLUMBING FIXTURE FLOOR DRAIN (FD) DOMESTIC WATER & FIRE PROTECTION DOMESTIC COLD WATER DOMESTIC HOT WATER (110'F) DOMESTIC WATER SITE DOMESTIC WATER FIRE PROTECTION CW FP DOMESTIC SEWER SS FCO COTG DCOTG WCO SANITARY SEWER SEWER VENT SITE SANITARY SEWER FLOOR CLEANOUT (SIZE SHALL BE SAME CLEANOUT TO GRADE (SIZE SHALL BE SAME DOUBLE CLEANOUT TO (SIZE SHALL BE SAME WALL CLEANOUT AS CARRIER PIPE) AS CARRIER PIPE) GRADE AS CARRIER PIPE) 1. ALL PLUMBING AND NATURAL GAS WORK SHALL BE INSTALLED AND COMPLY WITH THE REQUIREMENTS OF THE "2009 INTERNATIONAL PLUMBING CODE', "2009 INTERNATIONAL FUEL GAS CODE', LATEST EDITION OF NFPA, ALL CODES AND ORDINANCES GOVERNED BY AUTHORITY HAVING JURISDICTION (AHJ) AND DIVISION 15 SPECIFICATION. 2. ALL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENTS OR GEOMETRIC RELATIONSHIPS OF EQUIPMENT AND SERVICES. THEY ARE NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT. CONTRACTOR SHALL NOT SCALE DRAWINGS. INFORMATION AND COMPONENTS SHOWN ON RISER DIAGRAMS OR DETAILS, BUT NOT SHOWN ON PLANS, AND VICE -VERSA, SHALL BE PROVIDED AS IF EXPRESSLY REQUIRED BY BOTH. THE CONTRACTOR SHALL SUBMIT A REQUEST FOR INFORMATION (RFI) IF INFORMATION CONFLICTS. DRAWINGS SPECIFIC TO THIS DISCIPUNE DO NOT LIMIT THE RESPONSIBILITY OF WORK REQUIRED BY CONTRACT DOCUMENTS. REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND OTHER DRAWINGS FOR COMPLETE INFORMATION. 3. EXCEPT WHERE MODIFIED BY SPECIFIC NOTATION TO THE CONTRARY, IT SHALL BE UNDERSTOOD THAT THE INDICATION AND/OR DESCRIPTION OF ANY ITEM, IN THE DRAWINGS OR SPECIFICATIONS OR BOTH, CARRIES WITH IT THE INSTRUCTION TO FURNISH AND INSTALL THE ITEM, REGARDLESS OF WHETHER OR NOT THIS INSTRUCTION IS EXPLICITLY STATED AS PART OF THE INDICATION OR DESCRIPTION. 4. CONTRACTOR SHALL PAY ALL UTILITY FEES & CHARGES AS PART OF BASE BID IN THE CONTRACT. 5. THE CONTRACTOR SHALL VISIT SITE AND VERIFY CONDITIONS PRIOR TO BIDDING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH THAT OF OTHER TRADES; i.e., ARCHITECTURAL, HVAC, ELECTRICAL, STRUCTURAL, FIRE PROTECTION AND CIVIL PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL COORDINATE UTILITY LOCATIONS, SIZES AND INVERT ELEVATIONS PRIOR TO CONSTRUCTION; i.e., SANITARY SEWER, STORM DRAIN, FIRE PROTECTION, DOMESTIC WATER AND NATURAL GAS. ALL SERVICES SHALL TERMINATE 5 FEET OUTSIDE THE BUILDING, EXCEPT WHERE SHOWN OTHERWISE. SEE SITE CIVIL DRAWINGS FOR CONTINUATION OF ALL SERVICE LINES. 8. PROVIDE ISOLATION VALVES AT EACH FIXTURE GROUP OR BATTERY OF FIXTURES IN THE DOMESTIC CW, HW, HWR AND GAS PIPING. VALVES SHALL BE EASILY ACCESSIBLE. WHERE ARD CEILINGS ARE LOCATED, VALVES SHALL BE ACCESSED THROUGH ACCESS PANELS. ACCESS PANELS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO CONSTRUCTION. WHERE ATTIC WALKS ARE PROVIDED, THE ISOLATION VALVES SHALL BE LOCATED NOT MORE THAN 3 FEET FROM WALKS. 9. PROVIDE STOP VALVES AT ALL PLUMBING FIXTURES ON BOTH HOT AND COLD WATER SUPPLY LINES. VALVES, ESCUTCHEONS, FITTINGS, ETC., SHALL BE CHROME PLATED AND INSTALLED TIGHT TO WALL. WHERE PIPING IS EXPOSED, CHROME PLATED PIPE SHALL BE USED. 10. SLOPE 2h" AND SMALLER SANITARY SEWER LINES AT MIN, (2%) Y" FALL PER FT. AND 3" AND LARGER SANITARY SEWER LINES AT MIN. (1%) ilia FALL PER FT. SANITARY SEWER AND WATER SHALL BE A MINIMUM OF 10' APART OR THE DOMESTIC WATER SERVICE SHALL BE 12" ABOVE THE TOP OF THE SEWER LINE, AT ITS HIGHEST POINT, IF PLACED IN SAME TRENCH. 11. PROVIDE ALL FITTINGS, TRANSITIONS, COUPUNGS, ADAPTERS, UNIONS, AND OTHER ACCESSORIES NEEDED TO COMPLETE CONNECTIONS AND PROPER OPERATIONS OF PLUMBING FIXTURES AND PLUMBING EQUIPMENT. 12. REFER TO SPECIFICATIONS FOR ACCEPTABLE MANUFACTURERS OF PLUMBING FIXTURES AND EQUIPMENT, AND PROPER APPLICATIONS OF SAME. 13. PROVIDE CLEANOUTS IN ALL SEWERS, WHETHER SHOWN OR NOT, AT INTERVALS NOT TO EXCEED 100 FEET, AT EACH CHANGE OF DIRECTION GREATER THAN 45 DEGREES, AND AT THE BASE OF ON ALL VERTICAL RISER STACKS (APPROX 24" ABOVE FINISH FLOOR). 14. WHERE WATER PRESSURES EXCEED 80 PSI, PROVIDE WATER PRESSURE REDUCING VALVES (PRV) WITH STRAINER IN WATER SUPPLY LINES, SETTING AT 80 PSI. SEE CODE AND MANUFACTURER INFORMATION FOR ACCEPTABLE PRESSURE REQUIREMENTS. 15. ALL PIPING PENETRATIONS OF THE RATED CEILING AND WALL MUST BE MADE WITH METAL PIPE OR UL LISTED APPROVED DEVICES. FIRE STOP ALL PIPE PENETRATIONS THRU RATED WALLS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS, RATINGS AND FIRE STOPPING DETAILS. 16. DO NOT ROUTE ANY PIPING OVER ELEC. ROOMS, COMPUTER ROOMS, OR ELEC. PANELS. 17. MAINTAIN 10'-0" MINIMUM CLEARANCE BETWEEN FRESH AIR INTAKES, OPERABLE WINDOWS AND FLUES, PLUMBING VENTS AND GAS REGULATORS. 18. ALL STORM DRAIN, CONDENSATE DRAIN, SEWER & VENT PIPING SHALL BE RODDED AND CLEANED AT END OF CONSTRUCTION. ALL TRAPS SHALL BE CLEANED AND PRIMED AT END OF CONSTRUCTION. 19. ALL PIPE DROPS FROM CEIUNG PLENUM TO FLOOR SHALL BE MADE IN FURROUTS AT COLUMNS, IN WEB OF BEAMS AT COLUMNS OR IN WALLS. PIPING SHALL BE CONCEALED UNLESS APPROVED BY ARCHITECT. 20. PROVIDE WATER HAMMER ARRESTORS IN FIXTURE BRANCHES WHERE QUICK CLOSING VALVES ARE INSTALLED; i.e., FLUSH VALVES, ICE MAKERS, DISHWASHERS, ETC. 21. BELOW SLAB WATER PIPE TO BE TYPE K SOFT DRAWN COPPER WITHOUT FITTINGS OR JOINTS. SLEEVE IN ENTIRETY WITH ARMAFLEX OR APPROPRIATE POLYETHYLENE SLEEVE MATERIAL. 22. PROVIDE APPROVED BACKFLOW PREVENTION OR ANTI -SIPHON DEVICES AT ALL FIXTURES THAT COULD CONTAMINATE THE POTABLE WATER SYSTEM. 23. INSULATE ALL WATER, CONDENSATE, STORM DRAIN PIPING (VERTICAL AND HORIZONTAL) AND ROOF DRAIN BODIES ABOVE FINISH FLOOR. SEE DIVISION 15 SPECIFICATIONS FOR THICKNESS SCHEDULE. 24. INSULATE ALL EXPOSED HOT WATER & DRAIN PIPING FOR ACCESSIBLE FIXTURES PER ANSI A117.1 AND ADA REQUIREMENTS. 25. ALL EXPOSED MATERIALS INSTALLED WITHIN RETURN AIR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL BE ENCLOSED IN MATERIALS LISTED AS HAVING A FLAME SPREAD INDEX OF NOT MORE THAN 25 OR A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84 AND BE U.L. LISTED CERTIFYING THESE REQUIREMENTS. DO NOT INSTALL PVC PIPE OR GAS VALVES WITHIN RETURN AIR PLENUMS. COORDINATE WITH MECHANICAL FOR RETURN AIR PLENUM LOCATIONS. 26. FLOOR DRAINS IN MECHANICAL ROOMS ARE SHOWN FOR GENERAL LOCATION ONLY. FLOOR DRAINS SHALL BE ACCESSIBLE AND SHALL BE VERIFIED WITH EQUIPMENT LAYOUT FOR INTERFERENCES. 27. AN APPROVED TRAP PRIMER (CONFORMING TO ASSE 1018 OR ASSE 1044) SHALL BE INSTALLED AT ALL FLOOR AND HUB DRAINS. ALL DRAINS SHALL HAVE DEEP SEAL TRAPS, 4" DEEP SEAL MINIMUM. INSTALL TRAP PRIMER DEVICES PER MANUFACTURER S INSTRUCTIONS. TRAP PRIMER VALVES SHALL BE ACCESSIBLE. DO NOT LOCATE TRAP PRIMER VALVES IN PUBLIC ACCESSIBLE AREAS. .iiialar s!, ea.tit 449A lae ZeeP 1/y( lac rucz, r,ce #1c/ ki-f-finger-74.enkl re, Digitally signed by James :'i�PR.- .x. ClS Primm, PE ;:o�• SA -0/4% DN C=US, E fames.primm@aecllc.uss 35002 James Primm, PE OU="" O=""� CN- Primm, PE" Date: 2015.07.09 15:35:41-05'00' Consultant 0 0 0 c 7/3/2015 N 0 0 0 z REVISIONS J 0 0 o w Q o O Z z Z .p o w O p o �z� Zluw 00L- co m xN�wQ w Q o cn z z w w LL � ARCHITECTURE JAMES PRIMM, PE, LEED AP BD+C, HFDP & PLANNING 3208 Seminole Trail - Sherwood, AR 72120 SBBL Architecture + Planning 501.837.1741 Phone 501.379.9712 Fax 15 E. Pennington Street Tucson, Arizona 85701 PROJECT NUMBER: 1104.14.002 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Proj. # 14033 Sheet X OF X P 1.0 Digitally signed by James Primm, PE DN: C=US, James Primm, PEE=james.prjmm@aecllc.us, OU="", 0="", CN="James Primm, PE" Date: 2015.07.09 15:37:11-05'00' Consultant JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue LIEJLIUDD a c '.,c)01P.RR .Sr.!S o:•�S •pIPi4t. tz : 35002 MECHANICAL CHANGES/OWNER REQUESTED CHANGES F`.S/ONAL 7/3/2015 a) a a to 0 N O a z REVISIONS ARCHITECTURE & PLANNING 0 Zso 0 0 c° Zc� 0 0 >< — N Q o 00 w w LL_ SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz 0 Z � Co w 0 Proj. # 14033 Sheet X OF X P3.0 EXHAUST FA\S DESIGNATION REFERENCE PRODUCT LOCATION SERVES FAN DATA ELECTRICAL OPTIONS CONTROL INTERLOCKS AIR FLOW (CFM) TOTAL STATIC PRESSURE (IN. WATER) DRIVE ROTATION (RPM) SONES VOLTS / PHASE MOTOR SIZE (VHF') DAMPER TYPE ROOF CURB DISC. SWITCH SWITCH OTHER AS NOTED REMARKS EF1 0 COOK 24XLP PUMP HOUSE BUILDING PUMP HOUSE BUILDING NOTES: 1. ACCEPTABLE MANUFACTURERS: COOK, GREENHECK, PENN. 300 0.125 DIRECT 850 16.5 120 / 1 1/4 GRAVITY NO YES STARTER -HERMOSTAT PROVIDE WITH OSHA GUARD, DISCONNECT, WALL SHUTTER, WALL COLLAR, AND THERMOSTAT. SET TO 85'F. INTERLOCK WITH LVR7. UNIT HEATERS (ELECTRIC) DESIGNATION REFERENCE PRODUCT TYPE CAPACITY AIR FLOW RATE AIR TEMP. RISE FAN MOTOR DATA UNIT ELECTRICAL DATA KW CF1A 'F MHP RPM KW VOLTS PHASE AMPS REMARKS : EUH1 QMARK, MUH05-71 FORCED AIR 5 KW 350 45' F 1/100 1600 5 277 1 18 PROVIDE LOW VOLTAGE THERMOSTAT, SUMMER FAN OPTION, WALL BRACKET, AND FACTORY DISCONNECT. NOTES: 1. ACCEPTABLE MANUFACTURERS: TRANE, INTERNATIONAL, OR REZNOR. 2. PROVIDE WITH UNIT -MOUNTED THERMOSTAT, CONTACTOR, AND ALL NECESSARY MOUNTING HARDWARE. COORDINATE WITH DIVISION 16. EF1 0 84" AFF r PUMP HOUSE MECHANICAL PLAN U SCALE: 1/4' = 1'-0' WALL - SEE ARCH. ADJUSTABLE ANCHOR ANGLE GALV. STEEL HOUSING AUTOMATIC LOUVER 0' MECH SCREEN STEEL POWER ASSEMBLY STAMPED STEEL PROPELLOR STEEL VENTURI SET HOUSING IN BED OF SILICONE SEALANT, ALL AROUND WALL MOUNTED EXHAUST FAN LD NOT TO SCALE CEILING ON STRUCTURE 1111111111116 WALL MOUNTING BRACKET 6" MINIMUM ACCESS PANEL MINIMUM ELECTRIC UNIT HEATER WALL MIN. 6 FT. TO FLOOR ELECTRIC UNIT HEATER DETAIL NOT TO SCALE Digitally signed by James Primm, PE DN: C=US, James Primm, PEE=james.primm@aecllc.us, OU="", 0="", CN="James Primm, PE Date: 2015.07.09 15:34:53-05'00' Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue ❑ ❑ ❑ ■ ❑ ❑ 0 C �POo ..REGI.% �SPR.p�.F * 35002 MECHANICAL CHANGES/OWNER REQUESTED CHANGE �f �70NAL e/41 3" : 7/3/2015 a) 0 C O O O 0 z REVISIONS Consultant JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 ARCHITECTURE & PLANNING Z Q r O O DO Zc� 0 O 1— X Q `no I0ccn3 W W L� 1 1 SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz a- U_ z Q U w Q w 0 Proj. # 14033 Sheet X OF X PHP1.0 LOUVER SCHEDULE DESIGNATION REFERENCE PRODUCT TYPE MAXIMUM AIRFLOW (CFM) PRESSURE DROP (IN. WATER) MINIMUM FREE AREA (SQ FT.) SIZE WxHxD (INCHES) REMARKS LVR9 RUSKIN ELC6375DAX DRAINABLE BLADE 320 0.11 0.36 18x12x6 COMBINATION LOUVER/DAMPER, 120V MOTOR OPERATOR, BIRDSCREEN, FRAME AND COLOR SELECTED BY ARCHITECT. NOTES: MANUFACTURERS: SHALL BE RUSKIN, OF ALUMINUM GREENHECK, AMERICAN WARMING. CONSTRUCTION. 1. ACCEPTABLE 2. ALL LOUVERS UNIT HEATERS (ELECTRIC) DESIGNATION REFERENCE PRODUCT TYPE CAPACITY AIR FLOW RATE AIR TEMP. RISE FAN MOTOR DATA UNIT ELECTRICAL DATA KW CF1A 'F MHP RPM KW VOLTS PHASE AMPS REMARKS : EUH1 QMARK, MUH05-71 FORCED AIR 5 KW 350 45' F 1/100 1600 5 277 1 18 PROVIDE LOW VOLTAGE THERMOSTAT, SUMMER FAN OPTION, WALL BRACKET, AND FACTORY DISCONNECT. NOTES: 1. ACCEPTABLE MANUFACTURERS: TRANE, INTERNATIONAL, OR REZNOR. 2. PROVIDE WITH UNIT -MOUNTED THERMOSTAT, CONTACTOR, AND ALL NECESSARY MOUNTING HARDWARE. COORDINATE WITH DIVISION 16. EF1 0 84" AFF r PUMP HOUSE MECHANICAL PLAN U SCALE: 1/4' = 1'-0' WALL - SEE ARCH. ADJUSTABLE ANCHOR ANGLE GALV. STEEL HOUSING AUTOMATIC LOUVER 0' MECH SCREEN STEEL POWER ASSEMBLY STAMPED STEEL PROPELLOR STEEL VENTURI SET HOUSING IN BED OF SILICONE SEALANT, ALL AROUND WALL MOUNTED EXHAUST FAN LD NOT TO SCALE CEILING ON STRUCTURE 1111111111116 WALL MOUNTING BRACKET 6" MINIMUM ACCESS PANEL MINIMUM ELECTRIC UNIT HEATER WALL MIN. 6 FT. TO FLOOR ELECTRIC UNIT HEATER DETAIL NOT TO SCALE Digitally signed by James Primm, PE DN: C=US, James Primm, PEE=james.primm@aecllc.us, OU="", 0="", CN="James Primm, PE Date: 2015.07.09 15:34:53-05'00' Design Review Schematic Design Design Development Agency Submittal Bidding/Pricing Package Construction Issue ❑ ❑ ❑ ■ ❑ ❑ 0 C �POo ..REGI.% �SPR.p�.F * 35002 MECHANICAL CHANGES/OWNER REQUESTED CHANGE �f �70NAL e/41 3" : 7/3/2015 a) 0 C O O O 0 z REVISIONS Consultant JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 ARCHITECTURE & PLANNING Z Q r O O DO Zc� 0 O 1— X Q `no I0ccn3 W W L� 1 1 SBBL Architecture + Planning 15 E. Pennington Street Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz a- U_ z Q U w Q w 0 Proj. # 14033 Sheet X OF X PHP1.0 SA SA 1 "RP3"-26/28/30 � "RPS' -2,4,6,8 (7)#e,1"C_ "RP3"-20/22/24 (3) #10 1"C 24 1 1 "RP2"-59,61 (4) #10, 1"C --- L1 crin SA • L1 OA L1 REFER TO SHEET E2-1 FOR CIRCUITRY REQUIREMENTS FOR BUILDING MOUNTED EXTERIOR LIGHTING COMPUTER ROOM ELEC. PANELS B "HP 1 "--27/29 (3) #8, 1"C (TYP. OF 2) 2,4t \ #8s G WP _-5 j-_ -D" x RP2" 81 /83 �' 44 '9 (3)#8 1"CA 4# ----__ SA SA L1 "HP1"-19/21 (3) #8, 1"C SA 1 SITE PLAN - ELECTRICAL SCALE 1" = 30' - 0" SITE PLAN KEYED NOTES: O PAD MOUNTED UTILITY TRANSFORMER. O COMPOSITE SITE PULLBOX FOR ELECTRIC AND TELEPHONE/CAN SERVICE. REFER TO SITE PULLBOX DETAILS ON SHEET E4-4. O FIELD -VERIFY AND COORDINATE EXACT LOCATIONS OF SITE UTILITIES AND THE REQUIRED ROUTING AND DESTINATION OF EACH UTILITY CONDUIT. COORDINATE SPECIFIC CONDUIT TERMINATION POINTS/STUB-UP LOCATIONS WITH REPSECTIVE UTILITIES. 4OSTEEL POST FOR BLOCK HEATER RECEPTACLE. LOCATE POST 18" FROM CURB OR PAVEMENT. CENTER POST ON PARKING STRIPING. REFER TO BLOCK HEATER DETAILS ON SHEET E4-3. 5O SURFACE MOUNT TWO (2) WEATHER -RESISTANT DUPLEX RECEPTACLES ON STEEL POST AT 48" A.F.G. TO BOTTOM. CONNECT EACH RECEPTACLE TO A DEDICATED CIRCUIT AS INDICATED. INSTALL IN HEAVY DUTY, WEATHERPROOF ENCLOSURE MARKED "SUITABLE FOR WET LOCATIONS WHILE IN USE". U.L. LISTED, TAMPER RESISTANT, WITH DEEP CAST COVER AND LOCKING VERTICAL MOUNT. REFER TO BLOCK HEATER DETAILS ON SHEET E4-3. 0 ROUTE #8 CONDUCTORS TO JUNCTION BOX AT POST. WITHIN JUNCTION BOX, SPLICE #8 AWG CONDUCTORS TO #10 AWG FOR FINAL CONNECTION TO RECEPTACLES. 0 CIRCUIT VIA LIGHTING CONTROL PANEL "LCP". REFER TO LIGHTING CONTROLS SCHEDULES & DETAILS ON SHEET E6-3. 8O THE PORTION OF UNDERGROUND UTILITY CONDUIT LOCATED BELOW THE ROADWAY SHALL BE CONCRETE ENCASED WITH REINFORCING BARS INSTALLED AT TOP AND BOTTOM OF CONCRETE ENVELOPE. O GASKETED/SEALED WEATHERPROOF CAST JUNCTION BOX LOCATED ADJACENT TO 19 GATE. REFER TO "TURNSTILE & ACCESSIBLE PERSONNEL GATE" DETAIL ON SHEET E4-1 FOR EXACT LOCATION. COORDINATE WITH ACCESS CONTROLS INSTALLER. 10 (1) 2" CONDUIT WITH PULL LINE ONLY HOMERUN TO SECURITY STATION - FIELD -VERIFY EXACT LOCATION OF STUB -UPS AT BOTH ENDS. REFER ALSO TO 'TURNSTILE & ACCESSIBLE PERSONNEL GATE" DETAIL ON SHEET E4-1. 11 POWER CONDUIT STUB -UP AT ROTATING TURNSTILE. REFER TO 'TURNSTILE & ACCESSIBLE PERSONNEL GATE" DETAIL ON SHEET E4-1 FOR EXACT LOCATION. 12 OVERHEAD TRUSS GATE OPERATOR - FIELD -VERIFY EXACT LOCATION. REFER TO "OVERHEAD TRUSS GATE DETAIL" ON SHEET E4-2. 13 1" CONDUIT WITH PULL LINE ONLY FOR LOW VOLTAGE ACCESS CONTROL WIRING BETWEEN GATE ENTRY ACCESS PEDESTAL AND GATE OPERATOR. 14 FIELD -VERIFY LOCATION OF GATE ENTRY ACCESS PEDESTAL - REFER TO GATE ENTRY ACCESS PEDESTAL DETAILS ON SHEET E4-1. 15 FIELD -VERIFY EXACT LOCATION OF CONDUIT STUB-UP(S). 16 REFER TO 'TURNSTILE & ACCESSIBLE PERSONNEL GATE" DETAIL ON SHEET E4-1 FOR EXACT LOCATION. 17 REFER TO "OVERHEAD TRUSS GATE DETAIL" ON SHEET E4-2. 16 TERMINATE INSIDE BUILDING AT ADT DESIGNATED ACCESS POINT - FIELD -VERIFY EXACT LOCATION WITH ADT. 20 Know what's below. Cali before you dig. 240V/30A/NF/2P/3R DISCONNECT SWITCH AT OVERHEAD TRUSS GATE OPERATOR TO PROVIDE LOCAL DISCONNECTING MEANS. PANELBOARD "HP3" FEEDER TO "MDP" - REFER TO "POWER RISER DIAGRAM" ON SHEET E5-1. 21 240V/30A/NF/3P/3R DISCONNECT SWITCH FOR WELL PUMP - MOUNT ON UNISTRUT STAND SUPPORTED IN CONCRETE FOOTINGS - FIELD -VERIFY EXACT LOCATION & COORDINATE WITH WELL INSTALLER. FINAL CONNECTION SHALL BE IN LIQUID -TIGHT FLEXIBLE METAL CONDUIT, ANACONDA TYPE 'EF' OR EQUAL. 22 240V/30A/NF/3P/3R DISCONNECT SWITCH FOR BASIN HEATER - MOUNT ON UNISTRUT STAND SUPPORTED IN CONCRETE FOOTINGS - FIELD -VERIFY EXACT LOCATION & COORDINATE WITH BASIN HEATER INSTALLER. FINAL CONNECTION SHALL BE IN LIQUID -TIGHT FLEXIBLE METAL CONDUIT, ANACONDA TYPE 'EF' OR EQUAL. 23 REFER TO SHEET E3-2 FOR PUMPHOUSE LIGHTING AND POWER PLANS. 24 CIRCUIT VIA WELL PUMP CONTROLLER. 25 (1) 2" CONDUIT WITH PULL LINE ONLY HOMERUN FROM GATE CONTROLLER TO SECURITY STATION - FIELD -VERIFY EXACT LOCATION OF STUB -UPS AT BOTH ENDS. MEP Consultant 3501.837.1741 JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Digitally signed by James Primm, PE ON: C=US, E=fames; primm@aecllc.us, James Primm, Ptou o= CN="James Primm, PE" Date: 2015.08.10 17:01:19-05'00' Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue ❑ ❑ ❑ ❑ ❑ ❑ p�PS'F. REp t **cn - * : 35002 0 0 F�/ONAL �G�r 7/3/2015 FEDEX OWNER REVISIONS tr a 0 0 N N n 0 N o 0 z REVISIONS ARCHITECTURE & PLANNING 0 Z 5000 Z C� 0 O_ X LU < w GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz I J Z QU Cl_ I-- wU % J w Proj. # 14027 Sheet 26 OF 41 E1-1 5 UTILITY TRANSFORMER UT1 TYPICAL AIR HANDLING UNIT 1 r MMN CTs 1 LIGHTING CIRCUITS of PANEL HP1 0 LIGHTING CONTROL PANELI 0 LCP POWER RISER DIAGRAM r MAIN DIST. PANEL MDP NEW TRANSFORMER T -SDP SUB DIST. PANEL SDP PANEL RP1 0 5 5 r— r --`- �� MATERIAL HANDUNG PANEL u (BY FXG) L� 3J DISTRIBUTION AREA MAINTENANCE BY-PASS SWITCH 19 TO LOAD 15 i UPS 18 15 COMPUTER ROOM PANEL RP3 a PUMPHOUSE 11 SCALE NONE POWER RISER KEYED NOTES: lO UNDERGROUND PRIMARY - (2) 4" CONDUITS WITH PULL UNE ONLY IN EACH. REFER TO ELECTRICAL SITE PLAN ON SHEET E1-1 FOR ROUTING. 2O UTILITY TRANSFORMER CONCRETE PAD BY ELECTRICAL CONTRACTOR. PAD SHALL BE PER UTILITY REQUIREMENTS. 0 UTILITY TRANSFORMER FURNISHED & INSTALLED BY UTILITY. 4O UTILITY TRANSFORMER GROUNDING PER UTILITY REQUIREMENTS. 0 METERING/CT CABINET PER UTILITY SPECIFICATIONS & REQUIREMENTS FURNISHE & INSTALLED BY E.C. 0 NEW UNDERGROUND SECONDARY: (2) SETS: (4) #350 KCMIL IN 4" CONDUIT PLUS (2) SPARE 4" CONDUIT(S) WITH PULL LINE ONLY. 7O SYSTEM GROUND ELECTRODE - REFER TO "GROUNDING SYSTEM DIAGRAM" ON SHEET E5-3 AND TO "GROUNDING BUS BAR DETAIL" ON SHEET E5-3. 0 ALL FINAL CONNECTIONS TO TRANSFORMERS SHALL BE IN SEAL -TIGHT FLEXIBLE METAL CONDUIT, ANACONDA TYPE "EF" OR EQUAL. TRANSFORMER FLOOR MOUNTED. 10 (1) #1/0 GROUNDING ELECTRODE CONDUCTOR IN 3/4" CONDUIT. 11 (4) #1/0 & (1) #6 EQUIPMENT GROUND IN 1-1/2" CONDUIT. 12 GROUND BUS BAR - REFER TO "GROUNDING BUS BAR DETAIL" ON SHEET E5-3. AHU TYPICAL RELAY IN IEQUIPMENT STARTER 0 13 (3) #4/0 & (1) #4 EQUIPMENT GROUND IN 2" CONDUIT. 14 (4) #3/0 & (1) #6 EQUIPMENT GROUND IN 2" CONDUIT. 15 (3) #8 & (1) #10 EQUIPMENT GROUND IN 1" CONDUIT. REFER TO "UPS/MAINT. BY-PASS SWITCH WIRING DIAGRAM" ON THIS SHEET AND TO MANUFACTURER'S SYSTEM WIRING DIAGRAMS FOR ADDITIONAL DETAILS. 16 17 18 19 20 21 22 23 24 FEEDER TO BE FURNISHED & INSTALLED BY OTHERS. 240V/40A/2P ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE. UPS PER FXG REQUIREMENTS AND AS SPECIFIED ON SHEET E3-2. MAINTENANCE BY-PASS SWITCH PER FXG REQUIREMENTS AND AS SPECIFIED ON SHEET E3-2. REFER TO COMPUTER ROOM PLANS, NOTES, AND DETAILS ON SHEET E3-2. GROUND ELECTRODE PER UTILITY REQUIREMENTS. 3/4" CONDUIT - GROUNDING ELECTRODE CONDUCTOR PER UTILITY REQUIREMENTS. FACTORY -INSTALLED TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) MODULE, CUTLER HAMMER #CPS -250-480Y OR APPROVED EQUAL, INTEGRAL TO MAIN DISTRIBUTION PANEL. SERVICE ENTRANCE RATED 480V/600A/3P CIRCUIT BREAKER IN NEMA 3R ENCLOSURE WITH NEUTRAL & GROUND KITS. MOUNT ADJACENT TO CT/METER CABINET. IN RETURN / AIR DUCT M MM LJ1 MMM LJ ADDRESSABLE LOOP & 24VDC POWER SIGNAL CIRCUIT TO OTHER INDICATING DEVICES 0 120Vr F❑1 15 FACP ENTRY 1A RM 5 5 - PANEL HP1 0 ST DIST. AREA FIRE ALARM CONTROL PANEL "FACP" (SEMI -RECESSED MOUNTED) 3 FIRE ALARM SYSTEM RISER DIAGRAM SCALE NONE FIRE ALARM RISER KEYED NOTES: 0 TYPICAL A/V DEVICE, COMBINATION HORN/STROBE, (CANDELA AS SPECIFIED ON PLANS). 2O TYPICAL ADDRESSABLE FIRE ALARM INITIATING DEVICE. 0 TYPICAL FIRE ALARM STROBE -ONLY DEVICE, (CANDELA AS SPECIFIED ON PLANS). 0 TYPICAL FLOW & TAMPER SWITCHES MONITORED BY INDIVIDUAL ADDRESSABLE MONITORING MODULES. REFER TO 'TYPICAL MONITORING MODULE WIRING DIAGRAM" ON THIS SHEET. 0 SHUNT TRIP BREAKERS SERVING HVLS FANS IN DISTRIBUTION AREA - REFER TO "HVLS FAN POWER SHUTDOWN WIRING DIAGRAM" ON SHEET E5-2. 25 (2) SETS: (4) #350 KCMIL & (1) #1 EQUIPMENT GROUND IN 4" CONDUIT. 26 (1) #2/0 GROUNDING ELECTRODE CONDUCTOR IN 3/4" CONDUIT. (2) SETS: (4) 250 KCMIL & (1) 1/0 EQUIPMENT GROUND IN 2-1/2" CONDUIT. (4) #4/0 & (1) #4 EQUIPMENT GROUND IN 2-1/2" CONDUIT. FIRE ALARM GENERAL NOTES 1. ALL FIRE ALARM WIRING, (TYPE, QUANTITIES, ETC.), SHALL BE PER THE FIRE ALARM SYSTEM MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. WIRING CLASS CONFIGURATIONS AND MINIMUM SIZES SHALL BE AS NOTED ON DRAWINGS AND AS SPECIFIED IN DIVISION 16 OF THE SPECIFICATIONS. 2. ALL FIRE ALARM CIRCUITRY SHALL BE IN CONDUIT. MINIMUM CONDUIT SIZE SHALL BE 3/4". ALL FIRE ALARM SYSTEM JUNCTION BOXES SHALL BE PAINTED RED. FIRE ALARM SEQUENCE OF OPERATION TROUBLE SEQUENCE OF OPERATION SYSTEM OR CIRCUIT TROUBLE PLACES SYSTEM IN TROUBLE MODE, WHICH CAUSES THE FOLLOWING SYSTEM OPERATIONS: 1. VISUAL AND TROUBLE ALARM INDICATED BY DEVICE ADDRESS AT THE FIRE ALARM CONTROL PANEL. 2. TROUBLE SIGNAL TRANSMITTED TO CAMPUS CONNECTION. 3. MANUAL ACKNOWLEDGE FUNCTION AT FIRE ALARM CONTROL PANEL SILENCES AUDIBLE TROUBLE ALARM; VISUAL ALARM IS DISPLAYED UNTIL INITIATING FAILURE OR CIRCUIT TROUBLE IS CLEARED. ALARM SEQUENCE OF OPERATION ACTUATION OF ANY INITIATING DEVICE(S) PLACES SYSTEM IN ALARM MODE, WHICH CAUSES THE FOLLOWING SYSTEM OPERATIONS: 1. SOUND & DISPLAY ALL LOCAL FIRE ALARM AUDIBLE AND VISUAL APPLIANCES. 2. INDICATE BY ADDRESS OF DEVICE(S) LOCATION OF ALARM ON FIRE ALARM CONTROL PANEL. 3. ALARM SIGNAL TRANSMITTED TO MUNICIPAL CONNECTION. 4. SHUTDOWN OF AIR HANDLING UNITS EQUIPPED WITH DUCT SMOKE DETECTORS SHALL BE INITIATED BY AFFECTED DUCT SMOKE DETECTORS. 5. INITIATE SHUTDOWN OF HVLS FANS. 24 VDC POWER — BNJLDINO SERVICE PANEL. AC atteeter xc r"! A:' / DA/ Nivt Lt-t:t1 Ou ittAtI 13 Tri N 0 C1 0 9 ,U1 UPS 1 1 0 a •000 0 LWD DISTRIBUTION PANEL 2 UPS / MAINT. BY-PASS SWITCH WIRING DIAGRAM SCALE NONE RM "T" TAPPED OR IN/OUT WIRING DRAWING SYMBOL ADDRESSABEL LOOP — N.C. 1 COMMON 1 N.O. 1 N.C. 2 COMMON 2 SHIELD N.O. 2 CONTROL POWER 4 TYPICAL CONTROL RELAY MODULE WIRING DIAGRAM SCALE NONE ADDRESSABEL LOOP 'SLC' — MM SHIELD SUPERVISED IAM INTERNAL END -OF -LINE RESISTOR DRAWING SYMBOL James Primm MEP Consultant JAMES PRIMM, PE, LEED AP BD+C, HFDP 5 TYPICAL MONITORING MODULE WIRING DIAGRAM D 3208 Seminole Trail- Sherwood, AR 72120 SCALE NONE 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Digitally signed by James Primm, PE DN: C=US, E=james.primm@aecllc.us, P'E 0U=111, 0="", CN="James Primm, PE" Date: 2015.07.09 15:43:29-05'00' ...*vo REG/ST ec ' : 35002 *: Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue 000000 A •. •.'��ONAL � \' 7/3/2015 0 o a c a) O 0 0 N z a REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road FED EX GROUND o cc Z 0 l— i- GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 1: 520.620.0535 e: sbbl@sbbl.biz Proj. # 14027 Sheet 35 OF 41 E5-1 Neutral Line Black Neutral White Ground Green 0 O O Red SET INTERNAL DIP SWITCHES TO PROGRAM FOR OCCUPANCY SENSING OPERATION (AUTO -ON) OR VACANCY SENSING OPERATION (MANUAL -ON) AS REQUIRED Single Switch Dual Technology Hubbell #AD1277W1 (or approved equal) TYPICAL ROOM WITH AUTOMATIC WALL SWITCH L 0 a d White (Neutral) Black (Line) O 0 Single Switch - Remote Dual Technology Watt Stopper DW -103 - (or approved equal) White (Neutral) j\ Neutral Hot Wht Blk CU300A Power Pack Red T Red -o a) Black (Line) n Red (Load) Yellow (Traveler) SET INTERNAL DIP SWITCHES TO PROGRAM FOR OCCUPANCY SENSING OPERATION (AUTO -ON) OR VACANCY SENSING OPERATION (MANUAL -ON) AS REQUIRED 0 • ■ CIO • a, • Control Output Common Local Off Switch o%— +24VDC • • • • Control Output Common . ATD2000C 24VDC Ceiling/Wall Sensor , • +24VDC • Control Output S. i . ATD2000C 24VDC Ceiling/Wall Sensor , Common +24VDC • • • S. , ATD2000C 24VDC Ceiling/Wall Sensor L 0 a d TYPICAL ROOM WITH CEILING SENSORS OCCUPANCY SENSING CONFIGURATION (SWITCHED ON LINE VOLTAGE SIDE) Single Switch - Main Dual Technology Watt Stopper DW -103 (or approved equal) TYPICAL ROOM WITH 3 -WAY AUTOMATIC WALL SWITCHES High Voltage Wiring Power Pack Junction Boxes /Junction Box /Cover Plate /Extension Box Low Voltage Wiring STACKED JUNCTION BOXES High Voltage Wiring Low Voltage Wiring SIDE-BY-SIDE JUNCTION BOXES OCCUPANCY SENSOR WIRING DIAGRAMS 1 SCALE NONE NOTES: 1. MAXIMUM NUMBER OF SENSORS PER BZ POWER PACK IS 3. ACTUAL NUMBER IN EACH ROOM SHALL BE AS SHOWN ON THE LIGHTING PLAN. TYPICAL MOUNTING NOTE: DO NOT MOUNT POWER PACKS CLOSER THAN 6" TO 12" FROM ANY SENSOR 3 OCCUPANCY / VACANCY SENSOR POWER PACK MOUNTING DETAILS SCALE NONE Neutral Wht Hot Blk CU300A Power Pack Red T Red • m • Control Output Common 0 3 Way Switches Travelers i +24VDC • • • • • • ATD2000C 24VDC Ceiling/Wall Sensor Control Output Common +24VDC Control Output • • -• , ATD2000C 24VDC Ceiling/Wall Sensor . , Common +24VDC • • • • F ATD2000C 24VDC Ceiling/Wall Sensor • 0 4 -Way Switch Arrangement TYPICAL ROOM WITH CEILING SENSORS, 3- & 4 -WAY SWITCHED OCCUPANCY SENSING CONFIGURATION (SWITCHED ON LINE VOLTAGE SIDE) co 2 DATA / TELECOMM RISER DIAGRAM 4 SCALE NONE KEYED DATA / TELECOMM RISER NOTES: O CONDUIT SIZE FOR ALL WALL MOUNTED COMBINATION DATA/COMMUNICATIONS OUTLETS ( ) AND DATA ONLY OUTLETS ( > ) SHALL BE 1" UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM #12 PULL WIRE IN ALL EMPTY CONDUITS. O CONDUIT SIZE FOR ALL WALL MOUNTED TELEPHONE OUTLETS ( ) SHALL BE 3/4" UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM #12 PULL WIRE IN ALL EMPTY CONDUITS. • CONDUIT FROM ALL DATA COMMUNICATIONS OUTLETS SHALL BE ROUTED PER GENERAL NOTE #1. O OUTLETS SHOWN ON THE RISER ABOVE ARE SHOWN AS "TYPICAL" AND DO NOT REPRESENT EXACT QUANTITIES NOR TO THEY DESIGNATE EXACT LOCATIONS. ALL OUTLET AND CONDUIT LOCATIONS & QUANTITIES SHALL BE PER THE PLANS. 0 "CLEAN GROUND" BUS BAR - REFER TO "GROUNDING BUS BAR DETAIL" ON SHEET E5-3. • (1) #6 IN 3/4"C TO "SDP" GROUND BUS. REFER TO "GROUNDING SYSTEM DIAGRAM" ON SHEET E5-3 FOR SYSTEM GROUNDING CONNECTIONS. O (2) 4" CONDUITS FROM TELCO ROOM TO SITE TELEPHONE PEDESTAL LOCATION - FIELD -VERIFY EXACT LOCATION OF PEDESTAL WITH LOCAL TELEPHONE UTILITY. BO CABLES FURNISHED & INSTALLED BY OTHERS. 90 JACKS & FACEPLATES FURNISHED & INSTALLED BY OTHERS. HOT EXHAUST FAN CIRCUIT NEUTRAL "RP1"-42 EF2 SLAVE — PACK — NEUTRAL 277V HOT 5- POWER PACK i 1 I_____OCCUPANCY SENSOR • 2 EXHAUST FAN CIRCUIT WOMEN 15 OCCUPANCY SENSOR 2 NEUTRAL "RP1"-42 EF1/ l SLAVE — PACK — NEUTRAL 277V 5 POWER PACK •OCCUPANCY SENSOR MEN 16 r• OCCUPANCY SENSOR • James Primm 2 RESTROOM EXHAUST FAN CONTROL SCHEMATICS SCALE NONE GENERAL DATA / TELECOMM RISER NOTES: 1. SYSTEM CONDUITS (3/4" MIN.) ARE TO BE INSTALLED AS HIGH AS POSSIBLE ABOVE ACCESSIBLE CORRIDOR CEILINGS AND TO EITHER SIDE OF CORRIDOR. STUB TO WITHIN 2'-O" OF A CABLE SUPPORT. 2. PROVIDE PLASTIC BUSHING ON EACH CONDUIT TERMINATION. 3. PROVIDE PULL CORD IN EACH EMPTY CONDUIT. 4. PAINT ALL EXPOSED CONDUITS AS DIRECTED BY ARCHITECT. 5. REFER TO FLOOR PLANS FOR EXACT NUMBER OF OUTLETS AND ADDITIONAL CONDUIT INFORMATION. 6. CONTRACTOR TO PROVIDE BACK BOXES AND CONDUIT ONLY. OWNER INSTALLED SYSTEM. 7. REFER ALSO TO "DATA CONDUIT DIAGRAM" ON SHEET E5-4. MEP Consultant 3501.837.1741 JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Digitally signed by James Primm, PE DN: C=US, E=james.primm@aecllc.us, P" OU="", 0 CN="James Primm,PE" Date: 2015.07.09 15:44:56-05'00' Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue ❑ ❑ ❑ ❑ ❑ ❑ ' `�P�OP.RR GIST ix 35002 a) 0 0 0 z REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road FED EX GROUND STATION 816 GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Proj. # 14027 Sheet 36 OF 41 E5-2 TERMINAL BOARD 'TB1" 0 (TYPICAL) © (TYPICAL) 8'H x 3/4"D FIRE RETARDANT TREATED PLYWOOD BACKBOARD, PINTED WHITE, LENGTH AS SHOWN ON PLAN VIEW f -T- ---E-� f -T E-\ -*-D/T---Em f -D [� I &��\\'� O O Z O mm 11 ^ O O' /O /O COMPUTER RM.J T ® (TYPICAL) TYPICAL DATA/COMM. OUTLETS 4O ^ Cl 2 DATA / TELECOMM RISER DIAGRAM 4 SCALE NONE KEYED DATA / TELECOMM RISER NOTES: O CONDUIT SIZE FOR ALL WALL MOUNTED COMBINATION DATA/COMMUNICATIONS OUTLETS ( ) AND DATA ONLY OUTLETS ( > ) SHALL BE 1" UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM #12 PULL WIRE IN ALL EMPTY CONDUITS. O CONDUIT SIZE FOR ALL WALL MOUNTED TELEPHONE OUTLETS ( ) SHALL BE 3/4" UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM #12 PULL WIRE IN ALL EMPTY CONDUITS. • CONDUIT FROM ALL DATA COMMUNICATIONS OUTLETS SHALL BE ROUTED PER GENERAL NOTE #1. O OUTLETS SHOWN ON THE RISER ABOVE ARE SHOWN AS "TYPICAL" AND DO NOT REPRESENT EXACT QUANTITIES NOR TO THEY DESIGNATE EXACT LOCATIONS. ALL OUTLET AND CONDUIT LOCATIONS & QUANTITIES SHALL BE PER THE PLANS. 0 "CLEAN GROUND" BUS BAR - REFER TO "GROUNDING BUS BAR DETAIL" ON SHEET E5-3. • (1) #6 IN 3/4"C TO "SDP" GROUND BUS. REFER TO "GROUNDING SYSTEM DIAGRAM" ON SHEET E5-3 FOR SYSTEM GROUNDING CONNECTIONS. O (2) 4" CONDUITS FROM TELCO ROOM TO SITE TELEPHONE PEDESTAL LOCATION - FIELD -VERIFY EXACT LOCATION OF PEDESTAL WITH LOCAL TELEPHONE UTILITY. BO CABLES FURNISHED & INSTALLED BY OTHERS. 90 JACKS & FACEPLATES FURNISHED & INSTALLED BY OTHERS. HOT EXHAUST FAN CIRCUIT NEUTRAL "RP1"-42 EF2 SLAVE — PACK — NEUTRAL 277V HOT 5- POWER PACK i 1 I_____OCCUPANCY SENSOR • 2 EXHAUST FAN CIRCUIT WOMEN 15 OCCUPANCY SENSOR 2 NEUTRAL "RP1"-42 EF1/ l SLAVE — PACK — NEUTRAL 277V 5 POWER PACK •OCCUPANCY SENSOR MEN 16 r• OCCUPANCY SENSOR • James Primm 2 RESTROOM EXHAUST FAN CONTROL SCHEMATICS SCALE NONE GENERAL DATA / TELECOMM RISER NOTES: 1. SYSTEM CONDUITS (3/4" MIN.) ARE TO BE INSTALLED AS HIGH AS POSSIBLE ABOVE ACCESSIBLE CORRIDOR CEILINGS AND TO EITHER SIDE OF CORRIDOR. STUB TO WITHIN 2'-O" OF A CABLE SUPPORT. 2. PROVIDE PLASTIC BUSHING ON EACH CONDUIT TERMINATION. 3. PROVIDE PULL CORD IN EACH EMPTY CONDUIT. 4. PAINT ALL EXPOSED CONDUITS AS DIRECTED BY ARCHITECT. 5. REFER TO FLOOR PLANS FOR EXACT NUMBER OF OUTLETS AND ADDITIONAL CONDUIT INFORMATION. 6. CONTRACTOR TO PROVIDE BACK BOXES AND CONDUIT ONLY. OWNER INSTALLED SYSTEM. 7. REFER ALSO TO "DATA CONDUIT DIAGRAM" ON SHEET E5-4. MEP Consultant 3501.837.1741 JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Digitally signed by James Primm, PE DN: C=US, E=james.primm@aecllc.us, P" OU="", 0 CN="James Primm,PE" Date: 2015.07.09 15:44:56-05'00' Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue ❑ ❑ ❑ ❑ ❑ ❑ ' `�P�OP.RR GIST ix 35002 a) 0 0 0 z REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road FED EX GROUND STATION 816 GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Proj. # 14027 Sheet 36 OF 41 E5-2 BUILDING STRUCTURAL STEEL �7) ETAL WATER PIPE WITHIN FT OF ENTRANCE 6 PRIMARY EQUIPMENT GROUND G Co) C • • • • • • Ca) MAIN GROUNDING ELECTRODE GROUND BAR r 1 1 1 1 I L_KA_ J I PAD -MOUNTED 1"1'l I TRANSFORMER (DELTA -WYE CONNECTION) J 15 GROUND NEUTRAL L #4/0 W/ 600V INSULATION TELECOMMUNICATIONS ROOM METAL WATER PIPE IN AREA (18) BUILDING STRUCTURAL STEEL 16 LA r • L (15 r L GROUND 1 NEUTRAL 1 480Y/277 VOLT SERVICE ENTRANCE EQUIPMENT J 7 1480Y/277 VOLT POWER PANELBOARD J TRANSFORMER FOR SEPARATELY DERIVED SYSTEM (DELTA - WYE CONNECTIONL GRaUND r • ) L r } 1 1208Y/120 VOLT I LIGHTING PANELBOARD I I L J GROUND T 7 14 NEUTRAL J r L GROUND NEUTRAL 480Y/277 VOLT LIGHTING PANELBOARD 208Y/120 VOLT (POWER PANELBOARD 1 WITH FIRST OVERCURRENT I DEVICE FOR SEPARATELY I DERIVED SYSTEM J GROUND 1 GROUNDING SYSTEM DIAGRAM I SCALE NONE FINAL CONNECTIONS TO TRANSFORMER SHALL BE FLEXIBLE METAL CONDUIT GROUNDING CONDUCTOR SIZED PER N.E.C. ARTICLE 250 66 GROUND SOURCE SHALL BE NEAREST EFFECTIVELY GROUNDED STRUCTURAL STEEL OR NEAREST EFFECTIVELY GROUNDED 1" OR LARGER METAL COLD WATER PIPE SECONDARY ISOLATED GROUND CONDUCTOR (WHERE APPLICABLE), SIZED PER N.E.C. ARTICLE 250-96(b) BONDING JUMPER SIZED PER N.E.C. ARTICLE 250-66 FOR CONNECTION OF NEUTRAL TO METAL ENCLOSURE CONDUIT GROUNDING BUSHINGS ON BOTH ENDS OF CONDUIT FOR BONDING METALLIC RACEWAY PER N.E.C. ARTICLE 250-92(b) A TYPICAL DRY -TYPE TRANSFORMER GROUNDING DETAIL SCALE NONE NEUTRAL 2 -HOLE LONG BARREL COPPER COMPRESSION CONNECTOR (TYP.) 1/4" x 4" WIDE COPPER BAR MOUNTED 18" A.F.F. STAINLESS STEEL BUS BAR BRACKET ANCHORED TO WALL FIBERGLASS COMPOSITE INSULATOR (TYPICAL) KEYED NOTES: Q INSTALL GROUNDED (NEUTRAL) CONDUCTOR SAME SIZE AS THE LARGEST PHASE CONDUCTOR IF THE UNE -TO -NEUTRAL LOAD EXCEEDS 5% OF THE CONNECTED LOAD. IF NEUTRAL LOAD IS SMALLER, INSTALL THE NEC MINIMUM GROUNDED CONDUCTOR. © INSTALL GROUNDING ELECTRODE CONDUCTOR, SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE, BUT NOT SMALLER THAN 4 AWG. © INSTALL EQUIPMENT GROUNDING CONDUCTOR SIZED BASED ON NEC TABLE 250.122 USING THE FEEDER OVERCURRENT DEVICE SIZE. 4 ) BOND TO GAS PIPE ON THE BUILDING SIDE OF THE GAS METER. © INSTALL GROUNDING ELECTRODE CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR SIZE. 6 ) INSTALL A CONCRETE -ENCASED MAIN GROUNDING ELECTRODE IN THE BUILDING FOUNDATION. LOCATE ELECTRODE IN THE BOTTOM ONE-THIRD OF THE FOUNDATION WITH AT LEAST 3 INCHES OF CONCRETE COVER. USE EITHER OF THE FOLLOWING MATERIALS FOR THE ELECTRODE: BARE COPPER CABLE NOT SMALLER THAN THE GROUNDING ELECTRODE CONDUCTOR REQUIRED BY THE NEC AND NOT SMALLER THAN 4 AWG. BARE OR GALVANIZED REBARS THAT ARE MADE ELECTRICALLY CONTINUOUS USING COPPER JUMPERS NOT SMALLER THAN THE NEC REQUIRED GROUNDING ELECTRODE CONDUCTOR AND NOT SMALLER THAN 4 AWG. USE REINFORCING BARS NOT SMALLER THAN THE FOLLOWING BASED ON THE TOTAL LENGTH OF THE INTERCONNECTED AND PARALLELED REBARS: TOTAL LENGTH MINIMUM REBAR SIZE 112 FT 150 FT 192 FT 223 FT 268 FT 1 3/8" (#11 BAR) 1" (#8 BAR) 3/4" (#6 BAR) 5/8" (#5 BAR) 1/2" (#4 BAR) BOND EACH PERIMETER STRUCTURAL STEEL COLUMN TO THE CONCRETE -ENCASED MAIN GROUNDING ELECTRODE. USE COMPRESSION CONNECTORS THAT MEET IEEE 837 REQUIREMENTS OR USE EXOTHERMIC WELDS. 8 ) INSTALL A "MAIN GROUND ELECTRODE GROUND BAR" FOR SINGLE POINT GROUNDING. LOCATE AT AN ACCESSIBLE AND VISIBLE POINT NEAR THE SERVICE ENTRANCE EQUIPMENT. MAKE CONNECTIONS TO THE GROUND BAR USING TWO -HOLE COMPRESSION SPADE LUGS THAT MEET IEEE 837 REQUIREMENTS. LABEL EACH CONNECTION TO THE GROUND BAR. C9) NOT USED. 10 BOND THE LIGHTNING PROTECTION SYSTEM GROUNDING COUNTERPOISE TO THE MAIN GROUND ELECTRODE GROUND BAR. USE 4/0 AWG COPPER CABLE WITH 600 VOLT INSULATION. AT THE UNDERGROUND CONNECTION USE A COMPRESSION CONNECTOR THAT MEETS IEEE 837 REQUIREMENTS OR USE AN EXOTHERMIC WELD. USE THE "MAIN GROUNDING ELECTRODE GROUND BAR" INSTEAD OF BUILDING STRUCTURAL STEEL IF THE FIRST OVERCURRENT DEVICE FOR THE SEPARATELY DERIVED SYSTEM IS WITHIN 50 FEET OF THE "MAIN GROUNDING ELECTRODE GROUND BAR". ® IF THE BUILDING STRUCTURE IS NOT STRUCTURAL STEEL INSTALL "MAIN GROUNDING ELECTRODE GROUND BAR EXTENSIONS" AT AN ACCESSIBLE AND VISIBLE LOCATION ADJACENT TO SEPARATELY DERIVED SYSTEMS THAT ARE MORE THAN 50 FEET FROM THE MAIN GROUNDING ELECTRODE GROUND BAR". ® INSTALL A COPPER GROUNDING BAR IN EACH TELECOMMUNICATIONS ROOM. CONNECT TO THE "MAIN GROUNDING ELECTRODE GROUND BAR" USING 600V INSULATED 4/0 AWG COPPER CABLE AND COMPRESSION SPADE LUGS. 4) INSTALL GROUNDED (NEUTRAL) CONDUCTOR THAT IS NOT LESS THAN THE PHASE CONDUCTOR AMPACITY. IF HIGH -HARMONICS ARE PRESENT MAKE NEUTRAL AMPACITY 200% OF THE PHASE CONDUCTOR. ® INSTALL BONDING CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE OR SEPARATELY -DERIVED SYSTEM PHASE CONDUCTOR SIZE. Cl 6) INSTALL IRREVERSIBLE COMPRESSION CONNECTOR WITH TAMPER- PROOF HARDWARE OR INSTALL EXOTHERMIC WELD. BOND TO METAL PIPING SYSTEMS IN THE AREA SERVED BY THE SEPARATELY DERIVED SYSTEM. (18) INSTALL BONDING JUMBER THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE LARGEST SERVICE OR SEPARATELY DERIVED SYSTEM PHASE CONDUCTOR. MAIN GROUND BUS ASSEMBLY TO BE ALLTEC #TBIT-74(#)X LENGTH (NUMBER OF HOLE PATTERN AS REQUIRED AND LENGTH OF BUS BAR TO BE DETERMINED) TELCO ROOM GROUND BUS ASSEMBLY TO BE ALLTEC #TBIT-74(#)X LENGTH (NUMBER OF HOLE PATTERN AS REQUIRED AND LENGTH OF BUS BAR TO BE DETERMINED) GROUNDING BUS BAR DETAIL 5 SCALE NONE NOTES: 1. INSTALL PER T1A/EIA 607 2. DRILLED AND TAPPED BOLT HOLES PER NEMA. GENERAL NOTES: 1. CONDUCTOR SIZES SHOWN ARE MINIMUM AND MAY BE LARGER THAN THE MINIMUM SIZES REQUIRED BY NEC. 2. INSTALL GROUNDING CONNECTIONS TO BUILDING STRUCTURE AND WATER PIPES AT LOCATIONS THAT ARE VISIBLE AND ACCESSIBLE FOR INSPECTION, MAINTENANCE, AND TESTING. 3. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH METALLIC SERVICE ENTRANCE CONDUIT. BOND TO GROUND BUS USING CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.66 USING THE SERVICE PHASE CONDUCTOR SIZE. 4. INSTALL AN INSULATED THROAT GROUNDING BUSHING ON EACH METALLIC FEEDER CONDUIT. BOND TO GROUND BUS USING CONDUCTOR THAT IS SIZED BASED ON NEC TABLE 250.122 USING THE FEEDER CIRCUIT OVERCURRENT DEVICE SIZE OR THE SEPARATELY DERIVED SYSTEM OVERCURRENT DEVICE SIZE. 5. BOND HOT AND COLD WATER PIPING SYSTEMS. COLUMN THERMOWELD GROUNDING CONDUCTOR TO COLUMN WEB (CADWELD TYPE 1131 FLOOR SLAB A THERMOWELD TO ROD (CADWELD TYPE "GE') • a COLUMN BASEPLATE FLOOR SUB CONCRETE PIER FOR BUILDING COLUMN THERMOWELD GROUNDING CONDUCTOR TO COLUMN WEB UNLESS NOTED OTHERWISE (CADWELD TYPE "V131. G"± ADJUST TO CLEAR OUTSIDE OF COLUMN BASEPLATE. (3' MINIMUM COVER.) COPPER GROUNDING CONDUCTOR (SIZE AS REQUIRED) - 1/2' PVC -40 CONDUIT. ROUTE THRU DOCK WALL h WITHIN PIER. THERMOWETD TO ROD (CADWELD TYPE 'GE') 3/4' X 10-0' COPPERWELD DRIVEN GROUND ROD. TOP OF GROUND ROD SHALL BE PLACED IN CRUSH ROCK SUB BASE. 2 GROUNDING DETAIL @ RAISED FLOOR SLAB SCALE 3/4" = 1' - 0" COPPER GROUNDING CONDUCTOR (SIZE AS REVD) ROUTE THRU CONCRETE IN 1/2" PVC -40 CONDUIT. ASPHALT PAVING II11 i III SII 3/4' X 10'-0' COPPERWELD DRIVEN GROUND ROD. TOP OF GROUND ROD SHALL BE PLACED IN CRUSHED ROCK SUB -BASE 3 GROUNDING DETAIL @ GRADE LEVEL FLOOR SLAB SCALE 3/4" = 1' - 0" ISOLATED GROUND RECEPTACLE / 20A CIRCUIT BREAKER -- COMPUTER PANELBOARD EQUIPMENT GROUND CONDUCTOR (GREEN INSULATION) ISOLATED GROUND CONDUCTOR (GREEN W/ YELLOW STRIPE) EQUIPMENT GROUND BUS ISOLATED GROUND BUS (NOTE 1) NEUTRAL BUS PHASE BUS ISOLATED GROUND TERMINAL NEUTRAL TERMINAL BACK BOX PER N.E.C. ARTICLE 250.146 PARAGRAPH (D) AND THE FINE PRINT NOTE (FPN) ISOLATED GROUND RECEPTACLE WIRING DIAGRAM 6 SCALE NONE NOTE: 1. IF INSTALLATION NO ISOLATED GROUND BUS EXISTS IN PANELBOARD, ISOLATED GROUND CONDUCTOR MAY BE CONNECTED TO EQUIPMENT GROUND BUS. James Primm MEP Consultant DJAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Digitally signed by James Primm, PE DN: C=US, `'' Poo.. PE=james.primm@aeclIc.us,/ o�`• i�S E OU ="" 0="" CN="James .' 8:-;z- Primm, PE" Date: 2015.07.09 15:46:03-05'00' Design Review Schematic Design Design Development Agency Submi Pricing Package Construction Issue EIEDEDD :\r� 7/3/2015 C) a 0 0 z REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road 0 0 C� X 0 w U- CO Z 0 F— t/) GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 1: 520.620.0535 e: sbbl@sbbl.biz Z w 0 J Z Q D w O° 0 06 J U) U< 0< J W Proj. # 14027 Sheet 37 OF 41 E5-3 H N 120V CONTROL VOLTAGE AUX CONTACT IN "EF6' AUX CONTACT IN "EFT AUX CONTACT IN "EF8' r 1 I L__J TOX-ALERT R1 R1 I I R1 I I R1 R1 START 1 J— STOP OVERLOAD HEATERS L1 L3 MT MT AUX OL OL T1 f T2 \j / 208V, 30 EXH. FAN MOTOR "LH" 1 STOP OVERLOAD HEATERS START STOP OVERLOAD HEATERS START y 1 STOP OVERLOAD HEATERS T3 OL 1 L3 MT MT AUX T2 / 208V, 30 EXH. FAN \ MOTOR "EF7" T3 L1 I L2 L3 Mil MT MT AUX OL T1 IL1 OL S{ ri OL T2 / 208V, 30 EXH. FAN \ MOTOR "EF8" T3 L3 MI MT AUX OL OL T1 t T2 T3 208V, 30 EXH. FAN \ MOTOR "EF9" OL EXHAUST FAN / LOUVER / TOX-ALERT INTERLOCK DIAGRAM SCALE NONE NOTE: 1. THE ABOVE DIAGRAM SHOWS INTENT OF CONTROL AND MONITORING - SPECIFIC WIRING CONFIGURATIONS & CONNECTIONS MAY VARY WITH DIFFERENT EQUIPMENT MANUFACTURERS, CONTROL SCHEME OPTIONS, FIELD CONDITIONS, ETC. - FIELD -VERIFY SPECIFIC REQUIREMENTS AND OPTIMUM CONFIGURATION. COORDINATE CLOSELY WITH MECHANICAL CONTRACTOR. SUBMIT FINAL CONTROL SCHEME TO ENGINEER FOR APPROVAL. 2. THE ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL ALL LINE VOLTAGE WIRING (CONDUCTORS & CONDUIT), RELAYS, CONTACTS, ETC., REQUIRED TO FACILITATE THE FOLLOWING OPERATION: r rrrrr rr-rr--rmrr� r--re--r rr. - 1 a. ALL EIGHT (8) LOUVERS SHALL BE ENERGIZED WHEN ANY EXHAUST FAN T IS ENERGIZED/RUNNING c„....b. ALL EIGHT (8) LOUVERS SHALL BE ENERGIZED WHEN A RUN SIGNAL IS RECIEVED FROM THE TOX-ALERT MONITORING SYSTEM/CONTROL PANELJ 3. THE LOUVERS AND EXHAUST FANS WILL BE TIED THRU A TIMER TO ALLOW THE LOUVERS TO ENERGIZE FIRST, AND THEN 10-15 SECONDS LATER THE EXHAUST FANS WILL ENERGIZE. H LOUVER CIRCUIT RP1"-19 R2 N LVR8 S 120V CONTROL CIRCUIT "RP1"-29 FIRE ALARM SYSTEM ADDRESSABLE LOOP AND 24VDC POWER FIRE ALARM SYSTEM ADDRESSABLE CONTROL RELAY MODULE - REFER TO CONTROL RELAY MODULE WIRING DIAGRAM ON SHEET E5 1 I I I I N.C. HELD %LOPEN_I S SHUNT TRIP COILS IN CIRCUIT BREAKERS SERVING THE HVLS FANS - REFER TO PANELBOARD SCHEDULE "HP1" ON SHEET E6-1 2 HVLS FAN POWER SHUTDOWN WIRING DIAGRAM SCALE NONE NOTE: 1. ACTIVATION OF THE FIRE ALARM SYSTEM SHALL INITIATE A SIGNAL TO THE FIRE ALARM SYSTEM CONTROL RELAY MODULE TO SHUNT TRIP (OPEN) THE CIRCUIT BREAKERS SERVING THE HVLS FANS. CLOSELY COORDINATE WITH FIRE ALARM SYSTEM INSTALLER. DATA CONDUIT SCHEDULE - MANUAL STATION CCIEUrt OWN DESTINATION REMARKS 0 SUE al Al 4' 2 SERVICE ENTRANCE I COMPUTER ROOM A2 - - NOT USED B - - NOT USED C C 1 COMPUTER ROOM GARAGE D 4' 1 COMPUTER ROOM REMOTE OFFICE E - - NOT USED F 4' 2 COMPUTER ROOM ADMIN OFFICE COUNG STUBBED INTO CEILING PLENUM G 4' I REMOTE OFFICE REMOTE OFFICE COUNG STUBBED INTO CEILING PLENUM H - - NOT USED J - - FUEL ISLAND ADMIN. OFFICE REFER TO FUEL ISLAND DWGS BY OTHERS FOR QUANTIIIES MID SIZE K - - GARAGE OR ADMIN. OFFICE FUEL ISLAND L 2' 1 SECURITY STATION OVERHEAD TRUSS GATE COORDINATE WITH SECURITY EQUIPMENT M 2' 1 SECURITY STATION TURNSTILE/PERSONNEL GATE COORDINATE WITH SECURITY EQUIPMENT GI -"G DI :1.111 CIL 4. D h..' TP; ;USP. F Al a. 3 DATA CONDUIT DIAGRAM SCALE NONE L IM `- .111 :11 .11 NOTE 6 Al 1. LESSOR SEAL BE RESPONSIBLE FOR RRESTOPPING OPENINGS ATTER CABLE INSTALLATION. 2. CONDUITS TO BE STUBBED TO OFFICE CEILING SPACE, AS NOTED. 3. ALL METALLIC TELEPHONE/DATA RACEWAYS SHALL BE TERMINATED WITH INSULATED BUSHINGS. 4. INSTALL PULL UNES IN ALL TELEPHONE RACEWAYS. (100j RATING MINIMUM) 5. ALL CONDUIT RUNS TO BE UNDERGROUND UNLESS OTHERWISE NOTED. PROVIDE TRACE WIRE AT ALL UNDERGROUND CONDUIT RUNS. 6. TELEPHONE SERVICE ENTRANCE, TERMINATE AT TELEPHONE BOARD IN COMPUTER ROOM. REFER TO SPECIFICATIONS FOR SIZE. 7. REFER TO DRAWINGS FOR SPECIFIC AREA LOCATIONS (COMPUTER ROOM, FUEL ISLAND, ETC.). PROVIDE CONDUITS WHERE NOTED MID INCLUDE FUTURE AREAS. Digitally signed by James Primm, PE DN: C=US, James PrimmE=james.primm@aecllc.us, , PEou=°°, 0=°°, CN=°James Primm, PE" Date: 2015.07.09 15:42:46'05'00' MEP Consultant DJAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 501.837.1741 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue EEEDD 0 c Q 0 * 35002 i * 0 cc 7/3/2015 0)) a C u7 0 N 0 z REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road FED EX GROUND STATION 816 GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Prof # 14027 Sheet 38 OF 41 E5-4 PANELBOARD: MDP 277/480V, 30, 4W VOLTAGE BUS 600 A RATING: . 60® TOP O MAIN: TOTAL CONNECTED VA: 277693 1 TOTAL A 0 : 94155 DISTRIBUTION LOCATION: AREA MFG. AND CUTLER HAMMER TYPE: TYPE EQUIP. GRD. YES GRD. BUS: ISOL GRD. NO BUS: / TOTAL B 94850 ) C. SURFACE MOUNTING: NEMA 1 ENCLOSURE: MINIMUM ALC 14,000 RATING: UTILITY FED FROM: TRANSFORMER L. aasaa )} TOTAL C 8 LOAD (VA) SERVES uMrlc. (WHERE REQ'D) P / `I' cIR. NO. ABC 0 Y' %' CIR. NO. P / T uNc. &HERE REQ D) SERVES LOAD (VA) �{ AO �{ BO �/ c1 B� ,a0 CO - n—'•n -9- UNC. P 2 3 100 PANELBOARD °RP2" MATERIAL HANDLING PANEL 250A FRAMEfr✓ 22170 ���` 11284) 24141 EACH SHALL CIRCUIT ARE NEUTRAL "Th_ PANELBOARD "HP1" J 250A FRAME 3 200 3 150 1 22127 22170 - -/-/13692 `\ 21092 „,..-, AO 22170 �,.... 13027 20343 n n.�_r� n__... .__ n6_ n--te r� ��� 4 3 225 4 TRANSFORMER "T -SDP" / \c. 250A FRAME 47844 PANELBOARD "RP3" 250A FRAME ,-, 1782 w i �-d 250A FRAME SPACE DISTRIBUTION AREA UPS MAINT. BY-PASS MODULE 100A FRAME 3 2 40 51588 12769 - 3000 ` 46175 1430 11799 - f - 100A FRAME SPACE ' /43 D NSS MODULE PER NSS MFGR RECOMMENDATION - • -,-J_ - r1 250A FRAME SPACE - A 5 m-9.- • n • 6•* - 1782 100A FRAME SPACE DISTRIBUTION AREA E 5 5 - „ ma n�r� n --.—n n f 8 DEMAND VA DEMAND AMPS 250A FRAME SPACE - 661 1.25 - 2.3 F 250A FRAME SPACE •=•1 - 46760 EC NEC 7 41.4 -• 129.8 - 1 HEATING 39001 1.0 39001 108.3 - NON -COINCIDENTAL .\------,*'--•-----"---* - LOAD ANALYSIS CONNECTED VA DEMAND DEMAND VA DEMAND AMPS r 1.0 LIGHTING 49029 1.25 61286.25 73.7 - RECEPTACLESNEC 391 LTG 1 17.9 ' MOTORS 63968 �� NEC 63968 76.9 71 (� HEATING 39001 1.0 39001 46.9 NON -COINCIDENTAL -�-. '� i.-�-t '� ��.-,� _-.",�,-, ����� OTHER r, j115855 1.0 105855 127.3 / 1 TOTALS c 277693 - 285030 34 I ---..- 120/208V, 30, 4W PANELBOARD: SDP ]VOLTAGE. BUs 600 A RATING: 500A M.C.B. MAIN: ® BOTTOM TOTAL 145607 CONNECTED VA: TOTAL A 0 . ` 47844 ) DISTRIBUTION LOCATION: AREA MFG.TCUTLER HAMMER TYPE: TYPE "PRL3a" GRD.EQP YES BUS: GRD NO BUS: TOTAL B ( 51588 � C. SURFACE MOUNTING: NEMA 1 ENCLOSURE: MINIMUM ALC 14,000 RATING: TRANSFORMER FED "T -SDP" FROM: TOTAL C 0 l 46175 _ - LOAD (VA) SERVES uNc. &HERE REQ'D) P / T CIR. NO. ABC CIR. NO. P/FuNc. (WHERE �EQ'Dj. SERVES^^ LOAD (VA) Bp C A.I.C• 14,000 RATING: B� CO nen • n -6n 1 20 UNC. P 3 225 1 PANELBOARD °RP2" 21500 uNc. ���` 11284) NEC 210.4(B), CIRCUIT -POLE BE EQUIPPED TIES DEDICATED EACH SHALL CIRCUIT ARE NEUTRAL PANELBOARD "RP1" 250A FRAME 3 200 1 22127 / - -/-/13692 SERVES AO BO CO 13027 7 250A FRAME21349 .__ n6_ n--te N0. ��� -n T 4 150 AW PANELBOARD "RP3" 250A FRAME 12060 1782 w i 3000 LTS. - DISTRIBUTION AREA UPS MAINT. BY-PASS MODULE 100A FRAME 1 20 2 40 3 12769 3000 A LTS. -EXTERIOR BUILDING MOUNTED 1430 11799 - - 100A FRAME SPACE LTS. - DISTRIBUTION AREA D n'S n- n --iv • (Th 6 r1 250A FRAME SPACE - A LTS. - EXTERIOR BUILDING MOUNTED - - 1782 100A FRAME SPACE DISTRIBUTION AREA E 5 5 _ „ ma 6 LOAD ANALYSIS CONNECTED VA DEMAND DEMAND VA DEMAND AMPS 1575 LIGHTING 661 1.25 826.25 2.3 F RECEPTACLES MOTORS( •=•1 - 46760 EC NEC 1 • O^,..-.^ 46760 41.4 -• 129.8 1 HEATING 39001 1.0 39001 108.3 NON -COINCIDENTAL .\------,*'--•-----"---* -t-cr. ����,._..- OTHER r, X39345 r 1.0 39345 109.2 / 1 \ TOTALS t 145607 - 140852 391 LTG 3 K HP1 JRATING: 277/480V,30, 4W BUS 225 q 225A M.L.O. MAIN: AT TOP TOTAL 65576 CONNECTED VA: PANELBOARD: VOLTAGE SERVES COMMENTS T -SDP DISTRIBUTION 480V, 30 MFG. CUTLER HAMMER EQUIP. L ISO L. NO TOTAL A 24141 LOCATION: AREA AND TYPE: TYPE "PRL2a" GRD. YES BUS: BUS: TOTAL B 0 : 21092 ) 40 MINIMUM I SURFACE MOUNTING: NEMA 1 ENCLOSURE: A.I.C• 14,000 RATING: MAIN DIST. FED PANEL "MDP" FROM: TOTAL C 20343 LOAD (VA) 1 20 UNC. P CIR. ABC CIR. P uNc. 2 5 LOAD (VA) L NEC 210.4(B), CIRCUIT -POLE BE EQUIPPED TIES DEDICATED EACH SHALL CIRCUIT ARE NEUTRAL SERVES / / &HERE SERVES AO BO CO WHERE REQ'D) T N0. ��� N420. T REQ'D) AW ��//, BYE �{ CO 1782 LTS. - DISTRIBUTION AREA C 1 20 1 n A LTS. -EXTERIOR BUILDING MOUNTED 1430 1782 LTS. - DISTRIBUTION AREA D 3 �, r1 A LTS. - EXTERIOR BUILDING MOUNTED 2092 1782 LTS. - DISTRIBUTION AREA E 5 n „ ma 6 LTS. - ADMIN. OFFICE AREAS 1575 595 LTS. - DISTRIBUTION AREA F 7 n 8 LTS. - ADMIN. OFFICE AREAS 2020 10 LTG 2770 ' 594 LTS. - DISTRIBUTION AREA G 9 n RESERVED FOR MATERIAL HANDLING 594 LTS. - DISTRIBUTION AREA H 11 III 12 RESERVED FOR MATERIAL HANDLING LTG 2770 ' 2620 LTS. - DISTRIBUTION AREA J 13 n illi n 14 RESERVED FOR MATERIAL HANDLING LTG 2770 ' 2/15 n 16 HANDLING LTG 2770 1860 LTS. - SITE POLE LIGHTING A RESERVED FOR MATERIAL 17 - m 18 RESERVED FOR MATERIAL HANDLING LTG 2770 ' 1860 A aa 2325 LTS. SITE POLE LIGHTING A 19 di 20 RESERVED FOR MATERIAL HANDLING LTG 2770 ' y 22 'SF1' 831 I 2325 A 20 21 - STRATIFICATION FAN „ 3 2093 LTS. - SITE POLE LIGHTING A 8312093 y23- 1124 n 1 A 25 - 26 15 831 1163 LTS. - SITE POLE LIGHTING A 2 27 ^'1 n 28 Jj// ///j (SHUNT TRIP MODULE) j//////A - 1 ^ �' n 3 FAN 'SF2' 831 1163.Thrrn A 20 29 30 STRATIFICATION 2328 CONDENSING UNIT 'CU1" 3 31 n 11' 32 831 2328 33 - 34 15 831 35 n„ 36 j//�//// SHUNT TRIP MODULE) /X - 2328 15 -� .,..,_� ���.�— 3 r 11 38 3 305 305 OVERHEAD DOOR OPERATOR 37 OVERHEAD DOOR OPERATOR n II n 305 39 40 305 al 305 15 41 42 15 305 - SPARE Sp 43 I 1 44 > SPARE - - . �„n " 46 - 48 - 47 49 50 n 11 n 52 - - 51 - 53 ntt� 54 - - 55 ma 56 - - 57 - S8 - - 59- 1' 11r 60 - - 61 62 ngin n 63 as 64 - - 65- 66 - 67 -9 68 - - 69 ■n■gn - 71 ma 72 - - SPACE 73 - Il. ri"n 74 SPACE - - 75 76 - n,�n 78 m.-' 7i „.---- r....---....- 1136 ,. ..r s-- CONDENSING r rr rrr' r r`r UNIT "CU2" 3 9v ;l 80 - n 82 1136 81 ait 83 - nmgn - 84 - 1136 15 . .... A----,....,-4/moi LOAD ANALYSIS CONNECTED VA DEMAND DEMAND VA DEMAND AMPS LIGHTING 48368 1.25 60460 72.7 RECEPTACLES - _r -r ---N �.r-�.�- ,--�r.i-- r���r�r-� r MOTORS ( -- 17208 NEC 17208 20.7 1 HEATING ���-... �,t, NON -COINCIDENTAL - 0 - - OTHER C -...---- 7iv--/`^- TOTALS ( cc-A--rn 65576 ,r)LPOi--ry"--em...-7. 77668 93.4 1 TRANSFORMER SCHEDULE XFMR KVA RATING PRIMARY VOLTAGE SECONDARY VOLTAGE TEMP. RISE C MOUNTING SERVES COMMENTS T -SDP 150 480V, 30 208Y/120V, 30, 4W 80' FLOOR MOUNTED SUB. DIST. PANEL "SDP" I,rTh i SOLID LINE MULTI POLE BREAKER DASHED LINE INDICATES SINGLE POLE BREAKERS WITH BREAKER TIE PER NEC 210.4(B) REQUIREMENTSTHE OF OF A MULTIWIRE SIMULTANEOUSLY. INDIVIDUAL MULTIWIRE BRANCH CIRCUITS FOR THE PURPOSE. CONTRACTOR MUST ALL 120V BRANCH CIRCUITS. 40 19 LEGEND FIELD -VERIFY ACTUAL REQUIREMENTS ESTIMATED LOAD (FOR CALC PURPOSES) PROVIDE BREAKER LOCK GFCI TYPE CIRCUIT BREAKER SHUNT TRIP TYPE CIRCUIT BREAKER BREAKER SYMBOLS BREAKERS WITH NOT rTh INDICATES 2 17 MOIL I,rTh i SOLID LINE MULTI POLE BREAKER DASHED LINE INDICATES SINGLE POLE BREAKERS WITH BREAKER TIE PER NEC 210.4(B) REQUIREMENTSTHE OF OF A MULTIWIRE SIMULTANEOUSLY. INDIVIDUAL MULTIWIRE BRANCH CIRCUITS FOR THE PURPOSE. CONTRACTOR MUST ALL 120V BRANCH CIRCUITS. 40 19 I ,21 2O (nN. n 1 20 23 i fIIn UNGROUNDED BE HANDLE USED, CONDUCTORS I�rm DISCONNECTED SERVING THEN CONDUCTOR TIES IDENTIFIED ELECTRICAL FOR 20 2 5 PER BRANCH SINGLE SHALL IF HANDLE PULL NEC 210.4(B), CIRCUIT -POLE BE EQUIPPED TIES DEDICATED EACH SHALL CIRCUIT ARE NEUTRAL Digitally signed by James Primm, PE DN: C=US, James Primm PEE=james.primm@aecllc.us, OU="", 0=""1 CN="James Primm, PE" Date: 2015.07.09 15:43:03-05'00' MEP Consultant 3501.837.1741 JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue ❑ ❑ ❑ ❑ ❑ ❑ 0 C Poo........... RE•St.. o;4S.R.p�jF�.. o - 35002 * CSS:70NAL, �. 7/3/2015 0 a) a If) 0 N 01 0 z REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road FED EX GROUND 0 Q 0 co o Z 0 v) I— "' 0 t% z w J SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz Proj. # 14027 Sheet 39 OF 41 E6-1 r- RP I 120/208V, 30, 4W BUS 225 A 225A M.L.O. MAIN: AT TOP TOTAL � 1 38003 CONNECTED VA: PANELBOARD: VOLTAGE. RATING: RATING: DISTRIBUTION MFG. CUTLER HAMMER EQUIP. YES ISOL GRD. NO TOTAL A 0 : \ 11284 J ��� LOCATION: AREA AND TYPE: TYPE "PRL1a" GRD. BUS: BUS: TOTAL B 0 13692 YES BUS: NO BUS: TOTAL B 0 : 22127 SURFACE MOUNTING: NEMA 1 ENCLOSURE: SURFACE MOUNTING: NEMA 1 ENCLOSURE: MINIMUM A T•C 10,000 RATING: SUB DIST. PANEL FED SDP" FROM: TOTAL C 13027 LOAD (VA) P uNc. P CIR. ABC CIR. P EMc. P LOAD (VA) LOAD`(VA) SERVES SERVES / PER BRANCH SINGLE SHALL IF HANDLE PULL / (UNC. / SERVES SERVES AO BO A¢ BO CO T WHERE REQ'D) T N0. 0 0 0 NO. T (WHERE REQ'D) B� �{ AO BO ��//, CYC - LTS. - INTERIOR 1 SPARE 1 1 20 1 n 2 1 20 2 1 2p 1500 RECEPTS. - COMPUTER ROOM 360 210 IN20 m 1000 RECEPT. - COPIER RECEPT. - STAR IV DOCKING STATION 3 - 3 i �, trl 4 BLOCK HEATER 5 RECEPTS. - COMPUTER ROOM 6 540 540 RECEPTS. - INTERIOR 900 RECEPTS. - MANAGERS' OFFICES 540 5 - 5 -h;; 6 n 6 8 BLOCK HEATER LTS. - DOCK LOADING LIGHTS 1500 1000 120 900 FIRE PUMP CONTROLLER RECEPTS. - MGR OFFICE, WAITING RM. 7 n 7 n 8 n 8 BLOCK HEATER 1500 RESERVED FOR MATERIAL HANDUNG EQUIP. 1500 1500 1500 9 RECEPT. - ICE MACHINE 9 n 9 it 10 - 10 SPARE RECEPTS. - TRAINING ROOM RESERVED FOR MATERIAL HANDLING EQUIP. 1500 I rt 200 EXHAUST FAN / LOUVER 800 RECEPT. - EWC 11 n 11 - 12 RECEPTS. - TRAINING RM. & SEC. DESK 12 13 �„� -/*111 RESERVED FOR MATERIAL HANDLING EQUIP. - 1500 900 SPARE RECEPTS. - DISTRIBUTION AREA 13 13 -(n 11 14 14 SVC MGR DRIVER CHECK-IN RESERVED FOR MATERIAL HANDLING EQUIP. 1500 600 - RECEPT. - METAL DETECTOR 15 -111(n,- n RECEPTS. - 16 16 RESERVED FOR MATERIAL HANDLING EQUIP. 540 1500 - 800 n;I t RECEPT. - EWC - RECPETS. DOCK 15 720 17 n n 18 19 - 20 800 RECEPT. �WC 200 17 ALARM NAC PANEL 1� n 18 19 n 22 RESERVED FOR MATERIAL HANDLING EQUIP. n 20 LTS. - DOCK LOADING LIGHTS 1500 ^�^ ,-r ---0� T r SPARE 1 1176 C.DOCK \\11 FAN "EF3" // 19 n, fi n 20 RECEPTS. - WAITING PACKAGE CAGE -22937 SPARE - ���_...,��.--„,_„, �vV 1667 ELEC. UNIT HEATER 26 21 CAGE 360 22 - SPARE - 25 - SPARE� RECEPTS. -WAITING PACKAGE 21 - SPARE SPARE a, 28 1667 RECEPTS. - WAITING PACKAGE CAGE 720 RECEPTS. - DISTRIBUTION AREA 24 23 n g3 - 24 i' FIRE ALARM CONTROL PANEL SITE ROTATING TURNSTILE 1000 720 RECEPTS. - DISTRIBUTION AREA 26 3 25 �;; n rm 26 GUH1, GUH9, GUH10, GUH11 700 RADIANT HEATER - 31 SPARE 32 27 1500 (-1 28 HAND DRYER n 1500 34 -28 120 SHUNT TRIP BREAKER CONTROL CIRCUIT 1500 5000 29 r1 - a' n - 30 2 27 HAND DRYER 1500 1602 DUCTLESS SPLIT SYSTEM 'DSI'/'DSCU1' RADIANT HEATER //// 31 im n 32 RESERVED FOR MATERIAL HANDLING EQUIP. HAND DRYER 1500 5000 „n n 38 30 33 n 40 i (� 34 30 25 HAND DRYER 1500 - 1602 LOAD ANALYSIS CONNECTED VA DEMAND /2 DEMAND AMPS --------..---r----,,,,-----,,,,,-- LIGHTING 466 1.25 583 1.6 ill n RECEPTACLES 540 NEC 540 1.5 1500 1602 DUCTLESS SPLIT SYSTEM 'DS2'/'DSCU2' NEC 2 35 t 11 n 36rTh 27501 76.3 SPARE - 0 - 1104 OTHER 1200 1.0 1200 3.3 TOTALS 36628 38 36745 101.9 - 1602 - 30 37 800 LOUVERS "LVR1" - "LVRB" 20 43 44 2 [ 1s n 40 -- - w ''--' ,--icy 2250 3 ELEC. WATER HEATER EWH / 39 - SPARE 4� 46 EXHAUST FAN 41 - Ili n 42 n EXHAUST FANS 'EF1' & 'EF2' 215 2250 2021 //30 - SPARE 47 -48 LOAD ANALYSIS CONNECTED VA DEMAND DEMAND VA DEMAND AMPS LIGHTING 120 1.25 150 0.4 RECEPTACLES r r4,� ,lE����� � �. 4 A MOTORS 6623 NEC 6623 18.4 HEATING 750 10f�^---..'�5 . •8 NON -COINCIDENTAL - 0 - - /� OTHER 18720 r_ . rl� 0 fir- r- __ 1 TOTALS( 38003 - 38033 105.6 n 52 • * • * • n RP3 ,VOLTAGE: 120/208V, 30, 4W 225 A 150A M.C.B. MAIN: AT BOTTOM TOTAL 36628 CONNECTED VA: PANELBOARD: RATING: PANELBOARD: VOLTAGE. RATING: MFG. CUTLER HAMMER EQUIP. YES ISOL GRD. NO TOTAL A 2060 PUMP HOUSE LOCATION: AND TYPE: TYPE "PRL1a GRD. BUS: BUS: TOTAL B 0 : 12769 �; ANDGRD. TYPE: TYPE "NQOD" YES BUS: NO BUS: TOTAL B 0 : 22127 SURFACE MOUNTING: NEMA 1 ENCLOSURE: MINIMUM AI. C. 10,000 RATING: SUB DIST. PANEL FED SDP" FROM: TOTAL C 11799 LOAD (VA) NEMA 1 ENCLOSURE: EMS. P cIR. ABC CIR. P cIR. ABC LOAD (VA) P SERVES LOAD`(VA) / SERVES UNGROUNDED BE HANDLE USED, CONDUCTORS PER BRANCH SINGLE SHALL IF HANDLE PULL / (UNC. SERVES SERVES AO BO CO CO WHERE REDID) T NO. <� Y NO. T (WHERE REQ'D� A¢ �/ AS B� CO 256 RECEPT. - VENDING MACHINE LTS. - INTERIOR 1 X 1 n RECEPTS. - TRAINING, DOCK MGRS n 2 1 20 BLOCK HEATER 1500 RECEPT. - VENDING MACHINE 210 IN20 m LTS. - EXTERIOR WALL PACK RECEPT. - STAR IV DOCKING STATION 3 - n 4 800 RECEPT. - VENDING MACHINE BLOCK HEATER 5 1500 6 540 RECEPTS. - INTERIOR 540 540 5 - RECEPTS. - DOCK SVC MGRS n 6 7 „ t 8 BLOCK HEATER RECEPTS. - GENERAL OFFICE & TRAINING 1500 1000 FIRE PUMP CONTROLLER 7 n �"� n 8 RECEPTS. - JAN., OCT., TOILETS, HALL BLOCK HEATER 1500 720 1500 WATER JACKET HEATER 9 9 n n 10 SPARE RECEPTS. - TRAINING ROOM - 11 I rt 200 EXHAUST FAN / LOUVER RECEPTS. - SVC MGR CHECK-IN 11 n 540 n 12 RECEPTS. - TRAINING RM. & SEC. DESK 13 �„� -/*111 14 - - 360 SPARE 13 n n 14 16 SVC MGR DRIVER CHECK-IN - 600 - RECEPT. - METAL DETECTOR 15 15 n RECEPTS. - n 16 540 RECEPTS. - RING SCANNER & TRANSMITTOR - 17 n;I t 18 - RECPETS. DOCK 720 17 n n 18 19 - 20 RECEPT. - CHARGING STATION - 200 FIRE ALARM NAC PANEL DOCK FAN "EF4" 19 n 22 n 20 LTS. - DOCK LOADING LIGHTS WELL PUMP 937 1176 C.DOCK \\11 FAN "EF3" // 23- fi 24 n RECEPTS. - WAITING PACKAGE CAGE -22937 360 �vV 1667 ELEC. UNIT HEATER 26 21 CAGE 360 - SPARE 25 - RECEPTS. -WAITING PACKAGE - SPARE 931667 a, 28 1667 RECEPTS. - WAITING PACKAGE CAGE /23 24 15 i' SITE ROTATING TURNSTILE 25 (1 26 3 BASIN HEATER 5000 1000 RADIANT HEATER 2 31 II (Th n � 32 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 n I1 n 34 -28 RESERVED FOR MATERIAL HANDUNG EQUIP. 1500 5000 1000 1955 JOCKEY PUMP 33 2 27 1000 RADIANT HEATER 2 35 - 11 36 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 5000 „n n 38 1955 RESERVED FOR MATERIAL HANDLING EQUIP. 40 29- 30 25 7 - LOAD ANALYSIS CONNECTED VA DEMAND DEMAND VA DEMAND AMPS --------..---r----,,,,-----,,,,,-- LIGHTING 466 1.25 583 1.6 ill n RECEPTACLES 540 NEC 540 1.5 1500 MOTORS 6921 NEC 6921 19.2 2 HEATING 27501 1.0 27501 76.3 NON -COINCIDENTAL - 0 1104 OTHER 1200 1.0 1200 3.3 TOTALS 36628 - 36745 101.9 ( BREAKER SYMBOLS RP2 RP. 120/208V, 30, 4W BUS 225 A 225A M.L.O. AT TOP TOTAL i 1 64976 j CONNECTED VA PANELBOARD: VOLTAGE. RATING: MAIN: ■ DISTRIBUTION * MFG. SQUARE "D" EQUIP. ISOL GRD. TOTAL A 0 : 21500 ) LOCATION: AREA �; ANDGRD. TYPE: TYPE "NQOD" YES BUS: NO BUS: TOTAL B 0 : 22127 y2 40 1 n l SURFACE MOUNTING: NEMA 1 ENCLOSURE: MINIMUM A10,000 RATING: SUB DIST. PANELLC FED "SDP" FROM: TOTAL C 0 : -L,,.. 21349 7 LOAD (VA) SERVING THEN P cIR. ABC CIR. P LOAD`(VA) 20 SERVES UNGROUNDED BE HANDLE USED, CONDUCTORS PER BRANCH SINGLE SHALL IF HANDLE PULL NEC 210.4(B), CIRCUIT -POLE BE EQUIPPED TIES DEDICATED EACH SHALL CIRCUIT ARE NEUTRAL 7T SERVES A¢ Bp CO T NO. 000 NO. A¢ BO CO 800 RECEPT. - VENDING MACHINE 20 1 (il (1l 2 i RECEPTS. - TRAINING, DOCK MGRS 900 800 RECEPT. - VENDING MACHINE -1 3 IN20 m 4 RECEPT. - STAR IV DOCKING STATION 1000 800 RECEPT. - VENDING MACHINE 5 �,� 6 RECEPTS. - GENERAL OFFICE 540 540 RECEPTS. - DOCK SVC MGRS 7 „ t 8 RECEPTS. - GENERAL OFFICE & TRAINING 720 �"� 10 RECEPTS. - JAN., OCT., TOILETS, HALL 900 720 RECEPTS. - CORP. COMM. CTR. & TIME CLOCK 9 540 RECEPTS. - TRAINING ROOM 11 I rt 12 RECEPTS. - SVC MGR CHECK-IN 540 540 RECEPTS. - TRAINING RM. & SEC. DESK 13 �„� -/*111 14 RECEPTS. - SVC MGR CHECK-IN 360 16 SVC MGR DRIVER CHECK-IN 720 600 RECEPT. - METAL DETECTOR 15 RECEPTS. - 540 RECEPTS. - RING SCANNER & TRANSMITTOR 17 n;I t 18 RECPETS. DOCK 720 1176 DOCK FAN "EF5"�) 19 - 20 RECEPT. - CHARGING STATION 1500 1176 ( DOCK FAN "EF4" 21 nn i, 22 LTS. - DOCK LOADING LIGHTS 75 1176 C.DOCK \\11 FAN "EF3" // 23- fi 24 RECEPTS. - WAITING PACKAGE CAGE 360 �vV I. 26 CAGE 360 - SPARE 25 - RECEPTS. -WAITING PACKAGE - SPARE 27n a, 28 RECEPTS. - WAITING PACKAGE CAGE 360 i' SITE ROTATING TURNSTILE 600 200 TOX-ALERT MONITORING STATION/CONTROL PANEL 29 - 1000 RADIANT HEATER 2 31 II (Th n � 32 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 I1 n 34 RESERVED FOR MATERIAL HANDUNG EQUIP. 1500 1000 20 33 1000 RADIANT HEATER 2 35 - 11 36 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 „n n 38 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 7 - --------..---r----,,,,-----,,,,,-- . "F1" 1 ill n 40 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 1892 FURNACE 2 39 1104 FURNACE "F2" 1 15 41 -,� n - - 42 RESERVED FOR MATERIAL HANDLING EQUIP. 1500 - 800 LOUVERS "LVR1" - "LVRB" 20 43 44 ,52A ^^ r rrTrc --..-- -- ---✓--'..--.--- -- - w ''--' ,--icy 3 "EF6" 2021 - SPARE 4� 46 EXHAUST FAN n 2021 - SPARE 47 -48 (; 2021 720 RECEPTS. - DIST. AREA 49 . 50 30 1080 RECEPTS. - DIST. AREA 51 fr.\-- n 52 3 EXHAUST FAN "EFT 2021 54 2021 1225 GUH2, GUH3, GUH4, GUH5, GUH6, GUH7, GUH8 53 -n-(--40, n+ 56 2021 - SPARE 55 --n 30 - 57 n___n 58 3 EXHAUST FAN "EF8" 2021 n 2021 - 59 -n 60 n•, n - 61 62 30 2021 - 63 n -1,--n 64 3 EXHAUST FAN "EF9" 2021 n n 2021 - 65 66 +fi - 67 68 30 2021 - 69 n-+ 70 7p ._.....„_„__,,_,..,_........•..._...._/.....__._...0-_..._,,_, PARE - - 71 `( • 72 - - SPACE 73 n ---(m— 74 SPACE - - 75 n -•-n 76 - n 78 - - 77 - 79 +-- n 80 - 920 OVERHEAD TRUSS GATE OPERATOR 2/ 81 . 82 - 84 - 920 r20 83 - —•(l LOAD ANALYSIS CONNECTED VA DEMAND DEMAND VA DEMAND AMPS LIGHTING 75 1.25 94 0.3 RECEPTACLES relit -pi), Nv 12130 337 MOTORS 33216 NEC 33216 92.2 1 HEATING 4000 1.0 4000 11.1 NON -COINCIDENTAL �� -•wN.--, ��.\-r--------s���� OTHER 13425 1.0 r 13425 fir, TOTALS TOTALS ( 64976 - 62865 174.6 -.)/1\ 1 - -J BREAKER SYMBOLS LEGEND * FIELD—VERIFY ACTUAL REQUIREMENTS ** ESTIMATED LOAD (FOR CALC PURPOSES) • PROVIDE BREAKER LOCK • GFCI TYPE CIRCUIT BREAKER ■ SHUNT TRIP TYPE CIRCUIT BREAKER * RED HANDLE CIRCUIT BREAKER (PER NFPA 72) BREAKER SYMBOLS 01 iTh BREAKERS WITH NOT rm SOLID LINE INDICATES 17 �; MULTI POLE BREAKER DASHED LINE INDICATES y2 40 1 n l iTh 2O 21;l U. Ma In I, DISCONNECTED SERVING THEN %1 rTh CONDUCTOR TIES IDENTIFIED ELECTRICAL FOR SINGLE POLE BREAKERS WITH BREAKER TIE PER THE REQUIREMENTS OF NEC 210.4(B) OF A MULTIWIRE SIMULTANEOUSLY. INDIVIDUAL MULTIWIRE BRANCH CIRCUITS FOR THE PURPOSE. CONTRACTOR MUST ALL 120V BRANCH CIRCUITS. X20 i 2 3 20 25 UNGROUNDED BE HANDLE USED, CONDUCTORS PER BRANCH SINGLE SHALL IF HANDLE PULL NEC 210.4(B), CIRCUIT -POLE BE EQUIPPED TIES DEDICATED EACH SHALL CIRCUIT ARE NEUTRAL James Primm, PE MEP Consultant 3501.837.1741 JAMES PRIMM, PE, LEED AP BD+C, HFDP 3208 Seminole Trail - Sherwood, AR 72120 Phone 501.379.9712 Fax PROJECT NUMBER: 1104.14.002 Digitally signed by James Primm, PE' ON: C es. i _" E=james.primm@aecllc.us 0U-- , 0="", CN—James Primm, PE Date: 2015.07.09 15:43:20-05'00' Design Review Schematic Design Design Development Agency Submittal Pricing Package Construction Issue ❑ ❑ ❑ ❑ ❑ ❑ 0 C : /' t° P_. RE�ISr �oQe�``S pF' .c'o * 35002 : * 0 F'A/ONAL " .• 7/3/2015 U) a 0 LO 0 N N 0 z a REVISIONS ARCHITECTURE & PLANNING 116 Airport Center Road FED EX GROUND 013 z 0 F- F -- U, GLENWOOD SPRINGS, COLORADO SBBL Architecture + Planning 15 E. Pennington St. Tucson, Arizona 85701 t: 520.620.0255 f: 520.620.0535 e: sbbl@sbbl.biz U) Q Lu m 0 J W W Q Cn 0 Proj. # 14027 Sheet 40 OF 41 E6-2 d Specifications: Building Erection Notes 1) The general contractor and/or erector is responsible to safely and properly errttt the metal building system in conformance with these drawings, OSHA requirements, and either MBMA or CSA S16 standards pertainingto erection. This includes, but is not limited to, the correct use of g aft bracing where needed for squaring,plumbing,temporary pructu and secondary framing.framing and securing rtheaoois as are not designed to fuction asda workplatfooorprovide girts et tie off attachment in accordance with OSHA requirements Seco safetyyoie framing members (purlins or bar joists) are not designed to provide safety tie off attachment in accordance with OSHA requirements. Secondary roof framing 2) A325 & A490 Bolt tightening requirements: It is the responsibility of the erector to ensure proper bolt tightness in accordance with applicable regulations. See the RCSC Joints Usm. A325 or A490 Bolts or C CSC Secification for esti n o ee The flowing more in ormation. 8 • Th Pollcures or I T eg flow" gr criteria"may be used to determine the bolt tightness (i.e., jurisdiction orcontract"fully-pretensioned"), unless required otherwise by local A)All A490 boltlrequirements: `fully -pretensioned". BAll A325 bolts in primary framing (rigid id frames and bracing) snug -tight", except as follows: may be "Full - etension" A325 bolts if: a ur ing suppo a crane system with a b Building supports machinery that creates vibration, impact or 5 tons. stress -reversals on the connections. The Engineer -of -Record for the project should be consulted to evaluate for this condition. c) The project site is located in a high seismic area. For IBC -ba `High Seismic Area" is defined as "Seismic Desinn E' or'F'. See the Building codes, ml es defind seismic design Lroyfor ads" section or d) Any connection designated category oth se drawingsC� "Slip -Critical (SC)" connections that a free of r r Category" o 11s page 4. r the "A325 -SC". ec ions must b materials hti y -rusted reduce friction at contact surfaces. int, oil, or o C) In C surfaces are acceptable. vam or anada, all A325 and A490 bolts shall be "fully -pretensioned", except bre Bees roon ary members (purlins, girts, opening framing, etc.) and flange D) Secondary members (purlins, girts, opening framing, etc.) and flange brace connections may always be "snug -tight", unless indicated otherwise in these drawings. 3) The metal building supplier shall be notified prior to any field modifications. Modifications shall be approved by the metal building supplier before work is undertaken. 4) Common Abbreviations: a) TYP UNO - Typical Unless Noted Otherwise b SLV - Short Leg Vertical f) SIM - Similar c LLV- Long Leg Vertical g) NIC - Not In Contract d) NS & FS - Near Side and Far Side h) SL - Steel Line e)) O.A.L. - Overall Length i) N/A - Not 5) onstruction loads shall not be placedj) MBS - MetalApplicable .Sup unless such framework is safelbolted, welded, frameworkuypoler secured. ly 6) Purlins and girts shall not be used as an anchorage for a fall system unless written approval is obtained from the metal building supplier. 7) Purlins may only be used as a walking/working surface when installing safety s9stems, after all permanenent bridging has been installed and fall protection is provided. 8) Construction loads mayP o action the center line of the ma placed only within a Zone that is within 8 feet of directly over the rigid frames support member. CFR bundles should be placed 9) All lifting devices must meet OSHA or MSHA standards and in no acceptable to use structural members supplied by the MBS as a s or lifting device. case is it peader bar General Design Notes 1) All structural steel sections and welded plate members are designed in accordance with ANSI/AISC 360 "Specifications for Structural Steel Buildings" or the CAN/CSA S16 "Limit States Desi f the specified building code. 9n o Steel Structures", as required by 2) All welding of structural steel is based on either AWS D1.1 "Structural Welding Code - Steel" or CAN/CSA W59 'Welded Steel Construction (Metal Arc Welding) as required by the specified building 3) All cold formed members are designed in accordance code. CAN/CSA S136 "Specifications for the Design Cold Formed Ste l Str or Members" as required by the specified building 4) All welding of cold formed steel is based on A code. Code - Sheet Steer or CAN/CSA W59WS D1l3 "Structural iol Welding Welding)", 'Welded Steel Construction (Metal Arc as requiredbythe specified building code. 5) CAN/CSAhsN A660 r Building andW47.1 facilityis IAS AC -472 Accredited crin 47'1 Certifie(if applicable) for design and 6) If joists are included rwiiththis ipro pSroject,ems. they are supplied as a part of the systems engineered metal building and are fabricated in accordance with the erection, dated January 18, 2001. requirements of Section 1926.758 of the OSHA safety standards for steel Material Specifications Plate and Flange Material: Others Wide, To 1-i" Th. - A529, Grade 55 Built -UP Structural Web A572 Grade 50 Hot -Rolled Structural- A1011 S5 (o HSLAS Class 1) Grade 55 - Structural Tube - A36 or A572 Grade 50 or A992 Grade 50 Stet t lural Pipe - A� Grade:16 (46 KSI Stn t ral Structural - A500 Grade B (42 KSI) Classic Roof Panel A1011 or A1 SS (or HSLAS Class 1 - CFR / VR16 Roof Panel - A792 Grade 80 ) Grade 55 All Wall Panel Profiles A792 Grade 50, Class 1 Rod Bracing - A653 Grade 80, Class 1 or A792 Grade 80, Class 1 Welds - A529 Grade 50 High-StrengthBotts -AWS D1.1/D1.3 or CSA W59 per Building Code Bolts - A325 Type 1 orA490 Type 1 He - A307 Grade A Hex "Y Hex ILJEcv IF:4 BUILD/NG SYSTEMS A DIVISION OF NUCOR CORPORATION MBMq MEMBER ACCREDITED AC472 ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION Building Loads: Design Code: IBC_2009 Building End Use: 3D - Commercial Freight Terminal MBMA Occupancy Class: II - Standard Buildings Roof Live Load: 20 NOT REDUCIBLE PER CODE Ground Snow Load: Snow Exposure Factor, Ce: 40 1.00 Snow Importance Factor, Is: 1.00 Seismic Information: Seismic Sds/Sdl: 0.577 0.206 05788 / Site Class: / 099 0.2273 Seismic Imp. Factor Ie: D 1.00 Seismic Design Category: Analysis Procedure: Basic SFRS: Equivalent Lateral Force Method Ordinary Steel Moment Frames & Wind: Ordinary Steel Concentrically - Braced 90 mph Wind Importance Factor, Iw: 1.00 Exposure: U L90: C Classic Roof -Const. No. 161 Yes Classic Roof w/Translucent Panel -Const. No. 167 CFR Roof -Const. No. 552 CFR Roof w/Translucent Pane -Const. No. 590 Composite CFR Roof -Const. No. 552A VR16 II Roof -Const. No. 332 CSA W47.1 Name Roof Dead (PSF) Primary Collateral (PSF) Secondary Collateral (PSF) Snow Ct Snow Cs Roof Snow (PSF) Wind Enclosure GCpi Seismic R Seismic Cs Base Shear (KIPS) Frames Building Number U14M0556A Name FEDEX City, County, State GROUND GLENWOOD SPRINGS GLENWOOD SPRINGS, GARFIELD, CO Customer Ultimate Steel Erection 1) Collateral dead loads, unless otherwise noted, are assumed to be uniformly distributed. When suspended sprinkler systems, lighting, HVAC equipment, ceilings, from roof members, consult the M.B.S. If these concentrated loads exceed 2001bs, or if Individual members are loaded significantly,g etc., are suspended The design of more than determined by the applicable code. 2) an others structural members supporting critical effect of roof live load or roof snow load as g gravity loads is controlled by the more ED SUR"IFCT To N ` T:r) � E,Y_ i 9 INSPECTIONS BUILDING G IRFIEI.D COUNTY Y r� BUILDItNG DE T DA -i E9 :� i 5a:v7 rs ` i �rTi--ESE PLANS`J (.J,I c..•f,etT I i; FaQ_ Required Manuals Wall Sheeting H9430 - Erection Manual Classic Roof Sheeting H9420 - Erection Manual CFR Roof Sheeting H9700 - Erection Manual FOR BUILDING C`'T. 2 II 2Ci DEPARTMENT REVIEW r— LS OCT 2b2014 BY: .................... IaI N O r -I W _I 01 o a rf ILI COIfi, to CON. m in cr, pCO -1�r1rnIn If/ Y"'d' V�3 2EZZoroX "-I m o u. Drawing Index Cover Sheet: Cl, C2, C3 Anchor Bolt Plan: Fl F2 Prima y Plans/Sections: Pl, P2, P3, p4, P5, P6, P7 R1, R2 Wl W2 W3, W4 S1 S2 S3 S4 S5 S6 SD1 SD2 SD3 SD4, SDS SD6,SD7 Details: D1 D2 D3 D4 D5 D6 D7 D8 SD Sheets SD1 SD2 SD3 SD4 SD5 SD6,SD7 Roof Framing Plans: Wall Framing Elevations: Sheeting Drawings: Sheeting Details: M O V